INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -1 VENDOR RANKING CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 11/01/08 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : S0500065 55710025 55710025 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 8,658,235.71 100.0000+ACU- 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 9,378,491.29 108.3187+ACU- 3 35-1185040 NIBLOCK EXCAVATING INC +ACQ- 9,995,235.00 115.4419+ACU- 4 35-1120685 WALSH +ACY- KELLY INC +ACQ- 10,181,176.63 117.5895+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1185040 +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY +AHw-NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES, HMA +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 110000.00000 110000.00+AHw- 152309.00000 152309.00+AHw- 196499.08000 196499.08 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 2.000 EACH +AHw- 160.00000 320.00+AHw- 100.00000 200.00+AHw- 125.00000 250.00 RADIO +AHw- +AHw- +AHw- 0004 105-08520 1.000 EACH +AHw- 110.00000 110.00+AHw- 100.00000 100.00+AHw- 125.00000 125.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 24.000 MOS +AHw- 160.00000 3840.00+AHw- 45.00000 1080.00+AHw- 75.00000 1800.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 105-08523 48.000 MOS +AHw- 110.00000 5280.00+AHw- 45.00000 2160.00+AHw- 45.00000 2160.00 RADIO SERVICE +AHw- +AHw- +AHw- 0007 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0008 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0009 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0010 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 335000.00000 335000.00+AHw- 468900.00000 468900.00+AHw- 500000.00000 500000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 201-52370 LUMP +AHw- 100000.00000 100000.00+AHw- 210000.00000 210000.00+AHw- 250000.00000 250000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0013 202-02240 20340.000 m2 +AHw- 12.00000 244080.00+AHw- 5.76000 117158.40+AHw- 7.50000 152550.00 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0014 202-02241 219.000 m +AHw- 17.00000 3723.00+AHw- 23.00000 5037.00+AHw- 23.00000 5037.00 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0015 202-02279 600.000 m +AHw- 14.25000 8550.00+AHw- 13.00000 7800.00+AHw- 11.50000 6900.00 CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0016 202-78515 LUMP +AHw- 7000.00000 7000.00+AHw- 7000.00000 7000.00+AHw- 7000.00000 7000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE +AHw- +AHw- +AHw- 0017 203-02000 35638.000 m3 +AHw- 12.25000 436565.50+AHw- 7.70000 274412.60+AHw- 9.25000 329651.50 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0018 203-02070 1777.000 m3 +AHw- 0.01000 17.77+AHw- 1.00000 1777.00+AHw- 21.50000 38205.50 BORROW +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1185040 +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY +AHw-NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06932 54.000 m +AHw- 31.50000 1701.00+AHw- 31.50000 1701.00+AHw- 31.50000 1701.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0020 205-06933 7.000 EACH +AHw- 100.00000 700.00+AHw- 100.00000 700.00+AHw- 100.00000 700.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0021 205-06935 1.000 EACH +AHw- 2400.00000 2400.00+AHw- 1600.00000 1600.00+AHw- 1350.00000 1350.00 TEMPORARY SEDIMENT BASIN +AHw- +AHw- +AHw- 0022 205-06937 3095.000 m +AHw- 5.35000 16558.25+AHw- 4.90000 15165.50+AHw- 4.90000 15165.50 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0023 207-08266 10253.000 m2 +AHw- 1.35000 13841.55+AHw- 2.25000 23069.25+AHw- 1.65000 16917.45 SUBGRADE TREATMENT, TYPE III +AHw- +AHw- +AHw- 0024 207-08268 93614.000 m2 +AHw- 13.75000 1287192.50+AHw- 13.00000 1216982.00+AHw- 13.15000 1231024.10 SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0025 211-07454 13949.000 m3 +AHw- 0.01000 139.49+AHw- 0.01000 139.49+AHw- 6.50000 90668.50 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0026 301-07448 10000.000 Mg +AHw- 23.00000 230000.00+AHw- 1.00000 10000.00+AHw- 19.50000 195000.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0027 304-07490 228.000 Mg +AHw- 110.00000 25080.00+AHw- 80.00000 18240.00+AHw- 90.00000 20520.00 HMA PATCHING, TYPE B +AHw- +AHw- +AHw- 0028 306-08034 10251.000 m2 +AHw- 0.85000 8713.35+AHw- 1.05000 10763.55+AHw- 0.60000 6150.60 MILLING, ASPHALT, 38 mm +AHw- +AHw- +AHw- 0029 401-06264 LUMP +AHw- 6000.00000 6000.00+AHw- 25000.00000 25000.00+AHw- 50000.00000 50000.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0030 401-09050 8575.000 Mg +AHw- 68.25000 585243.75+AHw- 64.20000 550515.00+AHw- 55.00000 471625.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm-PWL +AHw- +AHw- +AHw- 0031 401-09053 12854.000 Mg +AHw- 50.00000 642700.00+AHw- 49.00000 629846.00+AHw- 50.00000 642700.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 +AHw- +AHw- +AHw- mm-PWL +AHw- +AHw- +AHw- 0032 401-09054 46149.000 Mg +AHw- 37.00000 1707513.00+AHw- 46.50000 2145928.50+AHw- 45.00000 2076705.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm-PWL +AHw- +AHw- +AHw- 0033 402-07432 927.000 Mg +AHw- 47.75000 44264.25+AHw- 57.00000 52839.00+AHw- 55.00000 50985.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0034 402-07435 3696.000 Mg +AHw- 41.75000 154308.00+AHw- 38.40000 141926.40+AHw- 45.00000 166320.00 HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- 0035 406-05520 102.000 Mg +AHw- 1.00000 102.00+AHw- 325.00000 33150.00+AHw- 0.01000 1.02 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0036 506-06333 71.000 m2 +AHw- 130.00000 9230.00+AHw- 144.00000 10224.00+AHw- 109.65000 7785.15 PCCP PATCHING, FULL DEPTH +AHw- +AHw- +AHw- 0038 601-06228 1.000 EACH +AHw- 54000.00000 54000.00+AHw- 50000.00000 50000.00+AHw- 50000.00000 50000.00 IMPACT ATTENUATOR, CR, W1, TL-3 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1185040 +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY +AHw-NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 603-06045 460.000 m +AHw- 38.25000 17595.00+AHw- 35.00000 16100.00+AHw- 35.00000 16100.00 FENCE, CHAIN LINK, 1220 mm +AHw- +AHw- +AHw- 0042 605-06120 103.000 m +AHw- 46.00000 4738.00+AHw- 125.00000 12875.00+AHw- 34.50000 3553.50 CURB, CONCRETE +AHw- +AHw- +AHw- 0043 605-06140 870.000 m +AHw- 37.75000 32842.50+AHw- 43.50000 37845.00+AHw- 42.20000 36714.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0044 605-06145 5223.000 m +AHw- 42.75000 223283.25+AHw- 43.50000 227200.50+AHw- 30.00000 156690.00 CURB AND GUTTER, B, CONCRETE +AHw- +AHw- +AHw- 0045 610-05330 5092.000 m2 +AHw- 44.00000 224048.00+AHw- 44.00000 224048.00+AHw- 48.25000 245689.00 PCCP FOR APPROACHES +AHw- +AHw- +AHw- 0046 610-07486 67.000 Mg +AHw- 90.00000 6030.00+AHw- 85.00000 5695.00+AHw- 80.00000 5360.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0047 611-06497 67.000 EACH +AHw- 180.00000 12060.00+AHw- 135.00000 9045.00+AHw- 135.00000 9045.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0048 611-07052 750.000 m +AHw- 1.00000 750.00+AHw- 11.53000 8647.50+AHw- 9.71000 7282.50 PREFORMED JOINT MATERIAL +AHw- +AHw- +AHw- 0049 615-06490 99.000 EACH +AHw- 120.00000 11880.00+AHw- 400.00000 39600.00+AHw- 115.00000 11385.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0050 615-06505 22.000 EACH +AHw- 620.00000 13640.00+AHw- 300.00000 6600.00+AHw- 400.00000 8800.00 MONUMENT, B +AHw- +AHw- +AHw- 0051 615-06527 1.000 EACH +AHw- 550.00000 550.00+AHw- 4800.00000 4800.00+AHw- 300.00000 300.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0052 616-02320 5085.000 m2 +AHw- 1.10000 5593.50+AHw- 2.00000 10170.00+AHw- 2.10000 10678.50 GEOTEXTILES +AHw- +AHw- +AHw- 0053 616-06405 153.000 Mg +AHw- 45.00000 6885.00+AHw- 35.00000 5355.00+AHw- 60.00000 9180.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0054 616-06451 13.000 Mg +AHw- 44.00000 572.00+AHw- 40.00000 520.00+AHw- 62.00000 806.00 RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0056 621-01004 4.000 EACH +AHw- 430.00000 1720.00+AHw- 425.00000 1700.00+AHw- 425.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0057 621-06545 6.500 Mg +AHw- 680.00000 4420.00+AHw- 678.00000 4407.00+AHw- 678.00000 4407.00 FERTILIZER +AHw- +AHw- +AHw- 0058 621-06554 802.000 kg +AHw- 8.20000 6576.40+AHw- 6.20000 4972.40+AHw- 8.20000 6576.40 SEED MIXTURE, U +AHw- +AHw- +AHw- 0059 621-06557 437.000 kg +AHw- 8.65000 3780.05+AHw- 8.65000 3780.05+AHw- 8.65000 3780.05 SEED MIXTURE, T +AHw- +AHw- +AHw- 0060 621-06565 23.000 Mg +AHw- 520.00000 11960.00+AHw- 517.00000 11891.00+AHw- 517.00000 11891.00 MULCHING MATERIAL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1185040 +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY +AHw-NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 621-06567 268.000 kL +AHw- 5.00000 1340.00+AHw- 5.00000 1340.00+AHw- 5.00000 1340.00 WATER +AHw- +AHw- +AHw- 0062 621-06570 1538.000 m3 +AHw- 10.00000 15380.00+AHw- 1.00000 1538.00+AHw- 40.00000 61520.00 TOP SOIL +AHw- +AHw- +AHw- 0063 621-06575 15645.000 m2 +AHw- 3.35000 52410.75+AHw- 3.36000 52567.20+AHw- 3.36000 52567.20 SODDING, NURSERY +AHw- +AHw- +AHw- 0064 715-01354 122.000 m +AHw- 70.00000 8540.00+AHw- 16.00000 1952.00+AHw- 19.00000 2318.00 CLEAN EXISTING PIPE +AHw- +AHw- +AHw- 0065 715-02630 2.000 EACH +AHw- 1100.00000 2200.00+AHw- 1300.00000 2600.00+AHw- 1920.00000 3840.00 SAFETY METAL END SECTION, 6:1, 600 mm +AHw- +AHw- +AHw- 0066 715-04799 4.000 EACH +AHw- 4800.00000 19200.00+AHw- 6900.00000 27600.00+AHw- 7860.00000 31440.00 SAFETY METAL END SECTION, 4:1, 1500 mm +AHw- +AHw- +AHw- X 950 mm (MIN. AREA 1.2 m2) +AHw- +AHw- +AHw- 0067 715-05024 365.000 m +AHw- 130.00000 47450.00+AHw- 120.00000 43800.00+AHw- 155.00000 56575.00 PIPE, TYPE 2, CIRCULAR, 900 mm +AHw- +AHw- +AHw- 0068 715-05118 3.000 m +AHw- 70.00000 210.00+AHw- 45.00000 135.00+AHw- 170.00000 510.00 PIPE, TYPE 1, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0069 715-05123 3.000 m +AHw- 80.00000 240.00+AHw- 71.00000 213.00+AHw- 250.00000 750.00 PIPE, TYPE 1, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0070 715-05133 38.000 m +AHw- 320.00000 12160.00+AHw- 360.00000 13680.00+AHw- 600.00000 22800.00 PIPE, TYPE 1, CIRCULAR, 1500 mm +AHw- +AHw- +AHw- 0071 715-05148 10.000 m +AHw- 40.00000 400.00+AHw- 42.00000 420.00+AHw- 115.00000 1150.00 PIPE, TYPE 2, CIRCULAR, 250 mm +AHw- +AHw- +AHw- 0072 715-05149 1320.000 m +AHw- 55.00000 72600.00+AHw- 45.00000 59400.00+AHw- 90.00000 118800.00 PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0073 715-05151 845.000 m +AHw- 60.00000 50700.00+AHw- 48.00000 40560.00+AHw- 100.00000 84500.00 PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0074 715-05152 465.000 m +AHw- 70.00000 32550.00+AHw- 53.00000 24645.00+AHw- 110.00000 51150.00 PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0075 715-05154 502.000 m +AHw- 85.00000 42670.00+AHw- 71.00000 35642.00+AHw- 110.00000 55220.00 PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0076 715-05161 1604.000 m +AHw- 230.00000 368920.00+AHw- 210.00000 336840.00+AHw- 285.00000 457140.00 PIPE, TYPE 2, CIRCULAR, 1200 mm +AHw- +AHw- +AHw- 0077 715-05165 300.000 m +AHw- 390.00000 117000.00+AHw- 430.00000 129000.00+AHw- 530.00000 159000.00 PIPE, TYPE 2, CIRCULAR, 1800 mm +AHw- +AHw- +AHw- 0078 715-05169 11.000 m +AHw- 60.00000 660.00+AHw- 48.00000 528.00+AHw- 125.00000 1375.00 PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0079 715-46000 2.000 EACH +AHw- 250.00000 500.00+AHw- 350.00000 700.00+AHw- 650.00000 1300.00 PIPE END SECTION, 300 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1185040 +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY +AHw-NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 715-46005 5.000 EACH +AHw- 260.00000 1300.00+AHw- 400.00000 2000.00+AHw- 675.00000 3375.00 PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- 0081 715-46010 6.000 EACH +AHw- 330.00000 1980.00+AHw- 550.00000 3300.00+AHw- 700.00000 4200.00 PIPE END SECTION, 450 mm +AHw- +AHw- +AHw- 0082 715-46020 1.000 EACH +AHw- 620.00000 620.00+AHw- 850.00000 850.00+AHw- 900.00000 900.00 PIPE END SECTION, 600 mm +AHw- +AHw- +AHw- 0083 720-01915 1.000 EACH +AHw- 2900.00000 2900.00+AHw- 6500.00000 6500.00+AHw- 3700.00000 3700.00 MANHOLE, E +AHw- +AHw- +AHw- 0085 720-08559 1.000 EACH +AHw- 11000.00000 11000.00+AHw- 10400.00000 10400.00+AHw- 11000.00000 11000.00 BEST MANAGEMENT PRACTICES , STR. NO 61B +AHw- +AHw- +AHw- 0086 720-08559 1.000 EACH +AHw- 11000.00000 11000.00+AHw- 10400.00000 10400.00+AHw- 11000.00000 11000.00 BEST MANAGEMENT PRACTICES , STR. NO 61C +AHw- +AHw- +AHw- 0087 720-08559 1.000 EACH +AHw- 17000.00000 17000.00+AHw- 16000.00000 16000.00+AHw- 15500.00000 15500.00 BEST MANAGEMENT PRACTICES , STR. NO. +AHw- +AHw- +AHw- 111B +AHw- +AHw- +AHw- 0088 720-08559 1.000 EACH +AHw- 17000.00000 17000.00+AHw- 16000.00000 16000.00+AHw- 15500.00000 15500.00 BEST MANAGEMENT PRACTICES , STR. NO. +AHw- +AHw- +AHw- 112B +AHw- +AHw- +AHw- 0089 720-08559 1.000 EACH +AHw- 17000.00000 17000.00+AHw- 16000.00000 16000.00+AHw- 15500.00000 15500.00 BEST MANAGEMENT PRACTICES , STR. NO. 13 +AHw- +AHw- +AHw- 0090 720-08559 1.000 EACH +AHw- 17000.00000 17000.00+AHw- 16000.00000 16000.00+AHw- 15500.00000 15500.00 BEST MANAGEMENT PRACTICES , STR.NO. 138 +AHw- +AHw- +AHw- 0091 720-44000 15.000 EACH +AHw- 150.00000 2250.00+AHw- 395.00000 5925.00+AHw- 295.00000 4425.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0092 720-45030 3.000 EACH +AHw- 830.00000 2490.00+AHw- 1700.00000 5100.00+AHw- 1725.00000 5175.00 INLET, E7 +AHw- +AHw- +AHw- 0093 720-45045 2.000 EACH +AHw- 1100.00000 2200.00+AHw- 2500.00000 5000.00+AHw- 2025.00000 4050.00 INLET, J10 +AHw- +AHw- +AHw- 0094 720-45270 3.000 EACH +AHw- 1300.00000 3900.00+AHw- 1400.00000 4200.00+AHw- 1165.00000 3495.00 PIPE CATCH BASIN, 450 mm +AHw- +AHw- +AHw- 0095 720-45410 19.000 EACH +AHw- 2900.00000 55100.00+AHw- 3600.00000 68400.00+AHw- 3000.00000 57000.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0096 720-45415 6.000 EACH +AHw- 2000.00000 12000.00+AHw- 3900.00000 23400.00+AHw- 4150.00000 24900.00 MANHOLE, D4 +AHw- +AHw- +AHw- 0097 720-45416 24.000 EACH +AHw- 2800.00000 67200.00+AHw- 6500.00000 156000.00+AHw- 7825.00000 187800.00 MANHOLE, E4 +AHw- +AHw- +AHw- 0098 720-45425 2.000 EACH +AHw- 10000.00000 20000.00+AHw- 19000.00000 38000.00+AHw- 21250.00000 42500.00 MANHOLE, F4 +AHw- +AHw- +AHw- 0099 720-96995 1.000 EACH +AHw- 100.00000 100.00+AHw- 280.00000 280.00+AHw- 560.00000 560.00 CLEAN INLET +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1185040 +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY +AHw-NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 720-98174 2.000 EACH +AHw- 1800.00000 3600.00+AHw- 3200.00000 6400.00+AHw- 2875.00000 5750.00 INLET, B15 +AHw- +AHw- +AHw- 0101 720-98555 2.000 EACH +AHw- 1800.00000 3600.00+AHw- 3200.00000 6400.00+AHw- 2875.00000 5750.00 INLET, C15 +AHw- +AHw- +AHw- 0102 720-99349 57.000 EACH +AHw- 1800.00000 102600.00+AHw- 3200.00000 182400.00+AHw- 2875.00000 163875.00 INLET, B16 +AHw- +AHw- +AHw- 0103 720-99350 32.000 EACH +AHw- 1800.00000 57600.00+AHw- 3200.00000 102400.00+AHw- 2875.00000 92000.00 INLET, C16 +AHw- +AHw- +AHw- 0104 801-01504 47.000 EACH +AHw- 49.00000 2303.00+AHw- 49.00000 2303.00+AHw- 49.00000 2303.00 TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- LANE INDICATION ARROW +AHw- +AHw- +AHw- 0105 801-06203 29434.000 m +AHw- 0.35000 10301.90+AHw- 0.35000 10301.90+AHw- 0.35000 10301.90 TEMPORARY PAVEMENT MARKING, 100 mm +AHw- +AHw- +AHw- 0106 801-06640 43.000 EACH +AHw- 190.00000 8170.00+AHw- 173.00000 7439.00+AHw- 173.00000 7439.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0107 801-06645 26.000 EACH +AHw- 42.00000 1092.00+AHw- 42.00000 1092.00+AHw- 42.00000 1092.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0108 801-06710 1100.000 DAY +AHw- 11.00000 12100.00+AHw- 11.00000 12100.00+AHw- 12.25000 13475.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0109 801-06775 LUMP +AHw- 39000.00000 39000.00+AHw- 352000.00000 352000.00+AHw- 250000.00000 250000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0110 801-07023 2.000 EACH +AHw- 4800.00000 9600.00+AHw- 4800.00000 9600.00+AHw- 4800.00000 9600.00 ENERGY ABSORBIBG TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0111 801-07119 124.000 m +AHw- 65.00000 8060.00+AHw- 65.00000 8060.00+AHw- 65.00000 8060.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0112 801-07612 141.000 m +AHw- 12.00000 1692.00+AHw- 12.00000 1692.00+AHw- 12.00000 1692.00 TEMPORARY PAVEMENT MARKING, 600 mm +AHw- +AHw- +AHw- 0113 801-08401 100.000 m +AHw- 50.00000 5000.00+AHw- 125.00000 12500.00+AHw- 95.12000 9512.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- 0114 805-01815 12.000 EACH +AHw- 2100.00000 25200.00+AHw- 2100.00000 25200.00+AHw- 2100.00000 25200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 +AHw- +AHw- +AHw- 0115 805-01828 16.000 EACH +AHw- 75.00000 1200.00+AHw- 75.00000 1200.00+AHw- 75.00000 1200.00 TRAFFIC SIGNAL HEAD, REALIGN +AHw- +AHw- +AHw- 0116 805-01842 33.000 EACH +AHw- 800.00000 26400.00+AHw- 800.00000 26400.00+AHw- 800.00000 26400.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0117 805-02087 LUMP +AHw- 1000.00000 1000.00+AHw- 1000.00000 1000.00+AHw- 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE SIGNAL +AHw- +AHw- +AHw- EQUIPMENT +AHw- +AHw- +AHw- 0118 805-02503 8156.000 m +AHw- 0.55000 4485.80+AHw- 0.55000 4485.80+AHw- 0.55000 4485.80 CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1185040 +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY +AHw-NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 805-03793 35.000 EACH +AHw- 290.00000 10150.00+AHw- 290.00000 10150.00+AHw- 290.00000 10150.00 DETECTOR CARD RACK AND DETECTOR MODULES +AHw- +AHw- +AHw- 0120 805-06592 1855.000 m +AHw- 27.50000 51012.50+AHw- 27.40000 50827.00+AHw- 27.40000 50827.00 CONDUIT, STEEL, GALVANIZED, 50mm +AHw- +AHw- +AHw- 0121 805-78100 2.000 EACH +AHw- 10000.00000 20000.00+AHw- 10200.00000 20400.00+AHw- 10200.00000 20400.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0122 805-78109 2.000 EACH +AHw- 12000.00000 24000.00+AHw- 12150.00000 24300.00+AHw- 12150.00000 24300.00 CONTROLLER AND CABINET, SECONDARY, MENU +AHw- +AHw- +AHw- DRIVEN, 8 PHASE DRIVE, 8 PHASE +AHw- +AHw- +AHw- 0123 805-78205 24.000 EACH +AHw- 600.00000 14400.00+AHw- 600.00000 14400.00+AHw- 600.00000 14400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0124 805-78215 12.000 EACH +AHw- 600.00000 7200.00+AHw- 600.00000 7200.00+AHw- 600.00000 7200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0125 805-78230 11.000 EACH +AHw- 990.00000 10890.00+AHw- 990.00000 10890.00+AHw- 990.00000 10890.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0126 805-78415 12.000 EACH +AHw- 1700.00000 20400.00+AHw- 1650.00000 19800.00+AHw- 1650.00000 19800.00 SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0127 805-78420 14.000 EACH +AHw- 220.00000 3080.00+AHw- 215.00000 3010.00+AHw- 215.00000 3010.00 DISCONNECT HANGER +AHw- +AHw- +AHw- 0128 805-78445 4.000 EACH +AHw- 680.00000 2720.00+AHw- 675.00000 2700.00+AHw- 675.00000 2700.00 SIGNAL SERVICE +AHw- +AHw- +AHw- 0129 805-78467 80.000 m +AHw- 6.50000 520.00+AHw- 6.50000 520.00+AHw- 6.50000 520.00 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0130 805-78485 513.000 m +AHw- 5.00000 2565.00+AHw- 5.00000 2565.00+AHw- 5.00000 2565.00 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0131 805-78490 1530.000 m +AHw- 5.70000 8721.00+AHw- 5.70000 8721.00+AHw- 5.70000 8721.00 SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0132 805-78500 95.000 m +AHw- 6.60000 627.00+AHw- 6.60000 627.00+AHw- 6.60000 627.00 SIGNAL CABLE, 11C 14GA. +AHw- +AHw- +AHw- 0133 805-78510 6540.000 m +AHw- 3.20000 20928.00+AHw- 3.20000 20928.00+AHw- 3.20000 20928.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0134 805-78746 1420.000 m +AHw- 20.25000 28755.00+AHw- 20.25000 28755.00+AHw- 20.25000 28755.00 PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- 0135 805-78785 21.000 EACH +AHw- 490.00000 10290.00+AHw- 485.00000 10185.00+AHw- 485.00000 10185.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1185040 +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY +AHw-NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0136 805-78795 1050.000 m +AHw- 8.75000 9187.50+AHw- 8.75000 9187.50+AHw- 8.75000 9187.50 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0137 805-78925 4.000 EACH +AHw- 870.00000 3480.00+AHw- 870.00000 3480.00+AHw- 870.00000 3480.00 CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0138 805-79020 LUMP +AHw- 68000.00000 68000.00+AHw- 68000.00000 68000.00+AHw- 68000.00000 68000.00 TRAFFIC SIGNAL INSTALLATION , BRICK +AHw- +AHw- +AHw- ROAD AND SR 23 +AHw- +AHw- +AHw- 0139 805-81060 12.000 EACH +AHw- 4000.00000 48000.00+AHw- 4000.00000 48000.00+AHw- 4000.00000 48000.00 SIGNAL STRAIN POLE, STEEL, 11.0 m +AHw- +AHw- +AHw- 0140 805-96260 250.000 m +AHw- 21.50000 5375.00+AHw- 21.50000 5375.00+AHw- 21.50000 5375.00 FIBER OPTIC CABLE, IN CONDUIT +AHw- +AHw- +AHw- 0141 808-06701 5490.000 m +AHw- 1.10000 6039.00+AHw- 1.10000 6039.00+AHw- 1.10000 6039.00 LINE, THERMOPLASTIC, BROKEN, WHITE, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0142 808-06703 2766.000 m +AHw- 1.10000 3042.60+AHw- 1.10000 3042.60+AHw- 1.10000 3042.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0143 808-06716 23600.000 m +AHw- 1.95000 46020.00+AHw- 1.96000 46256.00+AHw- 1.96000 46256.00 LINE, REMOVE +AHw- +AHw- +AHw- 0144 808-75240 678.000 m +AHw- 1.10000 745.80+AHw- 1.10000 745.80+AHw- 1.10000 745.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0145 808-75245 4500.000 m +AHw- 1.10000 4950.00+AHw- 1.10000 4950.00+AHw- 1.10000 4950.00 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0146 808-75260 95.000 m +AHw- 5.95000 565.25+AHw- 5.95000 565.25+AHw- 5.95000 565.25 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, WHITE, CROSSHATCH LINE, 300 mm +AHw- +AHw- +AHw- 0147 808-75290 779.000 m +AHw- 12.00000 9348.00+AHw- 11.90000 9270.10+AHw- 11.90000 9270.10 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 600 mm +AHw- +AHw- +AHw- 0148 808-75297 263.000 m +AHw- 12.00000 3156.00+AHw- 11.90000 3129.70+AHw- 11.90000 3129.70 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0149 808-75320 117.000 EACH +AHw- 80.00000 9360.00+AHw- 80.00000 9360.00+AHw- 80.00000 9360.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0150 808-75325 69.000 EACH +AHw- 120.00000 8280.00+AHw- 115.00000 7935.00+AHw- 115.00000 7935.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0918397 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-1185040 +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY +AHw-NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0151 808-75998 846.000 EACH +AHw- 15.25000 12901.50+AHw- 18.50000 15651.00+AHw- 15.25000 12901.50 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0152 808-92027 2973.000 m +AHw- 3.95000 11743.35+AHw- 3.97000 11802.81+AHw- 3.97000 11802.81 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- 0153 802-04893 4.000 EACH +AHw- 100.00000 400.00+AHw- 2750.00000 11000.00+AHw- 20.00000 80.00 REFERENCE POST +AHw- +AHw- +AHw- 0154 802-05701 263.400 m +AHw- 27.25000 7177.65+AHw- 27.35000 7203.99+AHw- 27.35000 7203.99 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0155 802-07060 16.000 EACH +AHw- 75.00000 1200.00+AHw- 75.00000 1200.00+AHw- 75.00000 1200.00 SIGN, SHEET, RELOCATE +AHw- +AHw- +AHw- 0156 802-76025 31.650 m2 +AHw- 150.00000 4747.50+AHw- 145.00000 4589.25+AHw- 145.00000 4589.25 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0157 802-76035 48.850 m2 +AHw- 140.00000 6839.00+AHw- 135.00000 6594.75+AHw- 135.00000 6594.75 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND 2.54 mm THICKNESS +AHw- +AHw- +AHw- 0158 802-76045 9.450 m2 +AHw- 150.00000 1417.50+AHw- 150.00000 1417.50+AHw- 150.00000 1417.50 SIGN, SHEET ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 3.18 mm THICKNESS +AHw- +AHw- +AHw- 0159 105-07039 24.000 MOS +AHw- 1700.00000 40800.00+AHw- 1682.00000 40368.00+AHw- 3225.00000 77400.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0160 210-09175 2.000 EACH +AHw- 800.00000 1600.00+AHw- 350.00000 700.00+AHw- 560.00000 1120.00 CLEAN , DRYWELL +AHw- +AHw- +AHw- 0161 720-08559 1.000 EACH +AHw- 11000.00000 11000.00+AHw- 10400.00000 10400.00+AHw- 11000.00000 11000.00 BEST MANAGEMENT PRACTICES , 62A +AHw- +AHw- +AHw- 0162 801-08401 24.000 m +AHw- 50.00000 1200.00+AHw- 125.00000 3000.00+AHw- 95.00000 2280.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 , +AHw- +AHw- +AHw- CONCRETE +AHw- +AHw- +AHw- 0163 801-06207 11860.000 m +AHw- 2.50000 29650.00+AHw- 2.52000 29887.20+AHw- 2.52000 29887.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 100 mm +AHw- +AHw- +AHw- 0164 801-06577 165.000 m +AHw- 15.00000 2475.00+AHw- 15.12000 2494.80+AHw- 15.12000 2494.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 600 mm +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 8,658,235.71+AHw- +ACQ- 9,378,491.29+AHw- +ACQ- 9,995,235.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Des. No. 963360X SIGNING +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- +AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 8,658,235.71+AHw- +ACQ- 9,378,491.29+AHw- +ACQ- 9,995,235.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-1120685 +AHw-( ) +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES, HMA +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 120000.00000 120000.00+AHw- +AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 2.000 EACH +AHw- 200.00000 400.00+AHw- +AHw- RADIO +AHw- +AHw- +AHw- 0004 105-08520 1.000 EACH +AHw- 200.00000 200.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 24.000 MOS +AHw- 200.00000 4800.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 105-08523 48.000 MOS +AHw- 200.00000 9600.00+AHw- +AHw- RADIO SERVICE +AHw- +AHw- +AHw- 0007 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0008 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0009 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0010 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 508000.00000 508000.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 201-52370 LUMP +AHw- 252000.00000 252000.00+AHw- +AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0013 202-02240 20340.000 m2 +AHw- 8.00000 162720.00+AHw- +AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0014 202-02241 219.000 m +AHw- 17.00000 3723.00+AHw- +AHw- GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0015 202-02279 600.000 m +AHw- 20.00000 12000.00+AHw- +AHw- CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0016 202-78515 LUMP +AHw- 7000.00000 7000.00+AHw- +AHw- TRAFFIC SIGNAL EQUIPMENT, REMOVE +AHw- +AHw- +AHw- 0017 203-02000 35638.000 m3 +AHw- 16.00000 570208.00+AHw- +AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0018 203-02070 1777.000 m3 +AHw- 2.00000 3554.00+AHw- +AHw- BORROW +AHw- +AHw- +AHw- 0019 205-06932 54.000 m +AHw- 31.50000 1701.00+AHw- +AHw- TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1120685 +AHw-( ) +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06933 7.000 EACH +AHw- 100.00000 700.00+AHw- +AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0021 205-06935 1.000 EACH +AHw- 3500.00000 3500.00+AHw- +AHw- TEMPORARY SEDIMENT BASIN +AHw- +AHw- +AHw- 0022 205-06937 3095.000 m +AHw- 4.90000 15165.50+AHw- +AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0023 207-08266 10253.000 m2 +AHw- 5.40000 55366.20+AHw- +AHw- SUBGRADE TREATMENT, TYPE III +AHw- +AHw- +AHw- 0024 207-08268 93614.000 m2 +AHw- 13.00000 1216982.00+AHw- +AHw- SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0025 211-07454 13949.000 m3 +AHw- 0.01000 139.49+AHw- +AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0026 301-07448 10000.000 Mg +AHw- 24.00000 240000.00+AHw- +AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0027 304-07490 228.000 Mg +AHw- 80.00000 18240.00+AHw- +AHw- HMA PATCHING, TYPE B +AHw- +AHw- +AHw- 0028 306-08034 10251.000 m2 +AHw- 1.75000 17939.25+AHw- +AHw- MILLING, ASPHALT, 38 mm +AHw- +AHw- +AHw- 0029 401-06264 LUMP +AHw- 10000.00000 10000.00+AHw- +AHw- PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0030 401-09050 8575.000 Mg +AHw- 63.00000 540225.00+AHw- +AHw- QC/QA-HMA, 3, 76, SURFACE, 9.5 mm-PWL +AHw- +AHw- +AHw- 0031 401-09053 12854.000 Mg +AHw- 50.00000 642700.00+AHw- +AHw- QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 +AHw- +AHw- +AHw- mm-PWL +AHw- +AHw- +AHw- 0032 401-09054 46149.000 Mg +AHw- 47.00000 2169003.00+AHw- +AHw- QC/QA-HMA, 3, 64, BASE, 25.0 mm-PWL +AHw- +AHw- +AHw- 0033 402-07432 927.000 Mg +AHw- 63.00000 58401.00+AHw- +AHw- HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0034 402-07435 3696.000 Mg +AHw- 50.00000 184800.00+AHw- +AHw- HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- 0035 406-05520 102.000 Mg +AHw- 0.01000 1.02+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0036 506-06333 71.000 m2 +AHw- 150.00000 10650.00+AHw- +AHw- PCCP PATCHING, FULL DEPTH +AHw- +AHw- +AHw- 0038 601-06228 1.000 EACH +AHw- 54400.00000 54400.00+AHw- +AHw- IMPACT ATTENUATOR, CR, W1, TL-3 +AHw- +AHw- +AHw- 0041 603-06045 460.000 m +AHw- 38.25000 17595.00+AHw- +AHw- FENCE, CHAIN LINK, 1220 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1120685 +AHw-( ) +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 605-06120 103.000 m +AHw- 80.00000 8240.00+AHw- +AHw- CURB, CONCRETE +AHw- +AHw- +AHw- 0043 605-06140 870.000 m +AHw- 60.00000 52200.00+AHw- +AHw- CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0044 605-06145 5223.000 m +AHw- 47.00000 245481.00+AHw- +AHw- CURB AND GUTTER, B, CONCRETE +AHw- +AHw- +AHw- 0045 610-05330 5092.000 m2 +AHw- 70.00000 356440.00+AHw- +AHw- PCCP FOR APPROACHES +AHw- +AHw- +AHw- 0046 610-07486 67.000 Mg +AHw- 120.00000 8040.00+AHw- +AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0047 611-06497 67.000 EACH +AHw- 313.00000 20971.00+AHw- +AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0048 611-07052 750.000 m +AHw- 1.00000 750.00+AHw- +AHw- PREFORMED JOINT MATERIAL +AHw- +AHw- +AHw- 0049 615-06490 99.000 EACH +AHw- 311.00000 30789.00+AHw- +AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0050 615-06505 22.000 EACH +AHw- 615.00000 13530.00+AHw- +AHw- MONUMENT, B +AHw- +AHw- +AHw- 0051 615-06527 1.000 EACH +AHw- 550.00000 550.00+AHw- +AHw- MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0052 616-02320 5085.000 m2 +AHw- 2.08000 10576.80+AHw- +AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0053 616-06405 153.000 Mg +AHw- 71.27000 10904.31+AHw- +AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0054 616-06451 13.000 Mg +AHw- 96.42000 1253.46+AHw- +AHw- RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0056 621-01004 4.000 EACH +AHw- 425.00000 1700.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0057 621-06545 6.500 Mg +AHw- 678.00000 4407.00+AHw- +AHw- FERTILIZER +AHw- +AHw- +AHw- 0058 621-06554 802.000 kg +AHw- 8.20000 6576.40+AHw- +AHw- SEED MIXTURE, U +AHw- +AHw- +AHw- 0059 621-06557 437.000 kg +AHw- 8.65000 3780.05+AHw- +AHw- SEED MIXTURE, T +AHw- +AHw- +AHw- 0060 621-06565 23.000 Mg +AHw- 517.00000 11891.00+AHw- +AHw- MULCHING MATERIAL +AHw- +AHw- +AHw- 0061 621-06567 268.000 kL +AHw- 5.00000 1340.00+AHw- +AHw- WATER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1120685 +AHw-( ) +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 621-06570 1538.000 m3 +AHw- 60.00000 92280.00+AHw- +AHw- TOP SOIL +AHw- +AHw- +AHw- 0063 621-06575 15645.000 m2 +AHw- 3.36000 52567.20+AHw- +AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0064 715-01354 122.000 m +AHw- 16.00000 1952.00+AHw- +AHw- CLEAN EXISTING PIPE +AHw- +AHw- +AHw- 0065 715-02630 2.000 EACH +AHw- 1300.00000 2600.00+AHw- +AHw- SAFETY METAL END SECTION, 6:1, 600 mm +AHw- +AHw- +AHw- 0066 715-04799 4.000 EACH +AHw- 6900.00000 27600.00+AHw- +AHw- SAFETY METAL END SECTION, 4:1, 1500 mm +AHw- +AHw- +AHw- X 950 mm (MIN. AREA 1.2 m2) +AHw- +AHw- +AHw- 0067 715-05024 365.000 m +AHw- 120.00000 43800.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 900 mm +AHw- +AHw- +AHw- 0068 715-05118 3.000 m +AHw- 45.00000 135.00+AHw- +AHw- PIPE, TYPE 1, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0069 715-05123 3.000 m +AHw- 71.00000 213.00+AHw- +AHw- PIPE, TYPE 1, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0070 715-05133 38.000 m +AHw- 360.00000 13680.00+AHw- +AHw- PIPE, TYPE 1, CIRCULAR, 1500 mm +AHw- +AHw- +AHw- 0071 715-05148 10.000 m +AHw- 42.00000 420.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 250 mm +AHw- +AHw- +AHw- 0072 715-05149 1320.000 m +AHw- 45.00000 59400.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0073 715-05151 845.000 m +AHw- 48.00000 40560.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0074 715-05152 465.000 m +AHw- 53.00000 24645.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0075 715-05154 502.000 m +AHw- 71.00000 35642.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0076 715-05161 1604.000 m +AHw- 210.00000 336840.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 1200 mm +AHw- +AHw- +AHw- 0077 715-05165 300.000 m +AHw- 430.00000 129000.00+AHw- +AHw- PIPE, TYPE 2, CIRCULAR, 1800 mm +AHw- +AHw- +AHw- 0078 715-05169 11.000 m +AHw- 48.00000 528.00+AHw- +AHw- PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0079 715-46000 2.000 EACH +AHw- 350.00000 700.00+AHw- +AHw- PIPE END SECTION, 300 mm +AHw- +AHw- +AHw- 0080 715-46005 5.000 EACH +AHw- 400.00000 2000.00+AHw- +AHw- PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1120685 +AHw-( ) +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 715-46010 6.000 EACH +AHw- 550.00000 3300.00+AHw- +AHw- PIPE END SECTION, 450 mm +AHw- +AHw- +AHw- 0082 715-46020 1.000 EACH +AHw- 850.00000 850.00+AHw- +AHw- PIPE END SECTION, 600 mm +AHw- +AHw- +AHw- 0083 720-01915 1.000 EACH +AHw- 6500.00000 6500.00+AHw- +AHw- MANHOLE, E +AHw- +AHw- +AHw- 0085 720-08559 1.000 EACH +AHw- 10400.00000 10400.00+AHw- +AHw- BEST MANAGEMENT PRACTICES , STR. NO 61B +AHw- +AHw- +AHw- 0086 720-08559 1.000 EACH +AHw- 10400.00000 10400.00+AHw- +AHw- BEST MANAGEMENT PRACTICES , STR. NO 61C +AHw- +AHw- +AHw- 0087 720-08559 1.000 EACH +AHw- 16000.00000 16000.00+AHw- +AHw- BEST MANAGEMENT PRACTICES , STR. NO. +AHw- +AHw- +AHw- 111B +AHw- +AHw- +AHw- 0088 720-08559 1.000 EACH +AHw- 16000.00000 16000.00+AHw- +AHw- BEST MANAGEMENT PRACTICES , STR. NO. +AHw- +AHw- +AHw- 112B +AHw- +AHw- +AHw- 0089 720-08559 1.000 EACH +AHw- 16000.00000 16000.00+AHw- +AHw- BEST MANAGEMENT PRACTICES , STR. NO. 13 +AHw- +AHw- +AHw- 0090 720-08559 1.000 EACH +AHw- 16000.00000 16000.00+AHw- +AHw- BEST MANAGEMENT PRACTICES , STR.NO. 138 +AHw- +AHw- +AHw- 0091 720-44000 15.000 EACH +AHw- 500.00000 7500.00+AHw- +AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0092 720-45030 3.000 EACH +AHw- 1700.00000 5100.00+AHw- +AHw- INLET, E7 +AHw- +AHw- +AHw- 0093 720-45045 2.000 EACH +AHw- 2500.00000 5000.00+AHw- +AHw- INLET, J10 +AHw- +AHw- +AHw- 0094 720-45270 3.000 EACH +AHw- 1400.00000 4200.00+AHw- +AHw- PIPE CATCH BASIN, 450 mm +AHw- +AHw- +AHw- 0095 720-45410 19.000 EACH +AHw- 3600.00000 68400.00+AHw- +AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0096 720-45415 6.000 EACH +AHw- 3900.00000 23400.00+AHw- +AHw- MANHOLE, D4 +AHw- +AHw- +AHw- 0097 720-45416 24.000 EACH +AHw- 6500.00000 156000.00+AHw- +AHw- MANHOLE, E4 +AHw- +AHw- +AHw- 0098 720-45425 2.000 EACH +AHw- 19000.00000 38000.00+AHw- +AHw- MANHOLE, F4 +AHw- +AHw- +AHw- 0099 720-96995 1.000 EACH +AHw- 280.00000 280.00+AHw- +AHw- CLEAN INLET +AHw- +AHw- +AHw- 0100 720-98174 2.000 EACH +AHw- 3200.00000 6400.00+AHw- +AHw- INLET, B15 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1120685 +AHw-( ) +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 720-98555 2.000 EACH +AHw- 3200.00000 6400.00+AHw- +AHw- INLET, C15 +AHw- +AHw- +AHw- 0102 720-99349 57.000 EACH +AHw- 3200.00000 182400.00+AHw- +AHw- INLET, B16 +AHw- +AHw- +AHw- 0103 720-99350 32.000 EACH +AHw- 3200.00000 102400.00+AHw- +AHw- INLET, C16 +AHw- +AHw- +AHw- 0104 801-01504 47.000 EACH +AHw- 49.00000 2303.00+AHw- +AHw- TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- LANE INDICATION ARROW +AHw- +AHw- +AHw- 0105 801-06203 29434.000 m +AHw- 0.35000 10301.90+AHw- +AHw- TEMPORARY PAVEMENT MARKING, 100 mm +AHw- +AHw- +AHw- 0106 801-06640 43.000 EACH +AHw- 173.00000 7439.00+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0107 801-06645 26.000 EACH +AHw- 42.00000 1092.00+AHw- +AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0108 801-06710 1100.000 DAY +AHw- 11.00000 12100.00+AHw- +AHw- FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0109 801-06775 LUMP +AHw- 175000.00000 175000.00+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0110 801-07023 2.000 EACH +AHw- 5625.00000 11250.00+AHw- +AHw- ENERGY ABSORBIBG TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0111 801-07119 124.000 m +AHw- 65.00000 8060.00+AHw- +AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0112 801-07612 141.000 m +AHw- 80.00000 11280.00+AHw- +AHw- TEMPORARY PAVEMENT MARKING, 600 mm +AHw- +AHw- +AHw- 0113 801-08401 100.000 m +AHw- 375.00000 37500.00+AHw- +AHw- TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- 0114 805-01815 12.000 EACH +AHw- 2100.00000 25200.00+AHw- +AHw- SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 +AHw- +AHw- +AHw- 0115 805-01828 16.000 EACH +AHw- 75.00000 1200.00+AHw- +AHw- TRAFFIC SIGNAL HEAD, REALIGN +AHw- +AHw- +AHw- 0116 805-01842 33.000 EACH +AHw- 800.00000 26400.00+AHw- +AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0117 805-02087 LUMP +AHw- 1000.00000 1000.00+AHw- +AHw- TRANSPORTATION OF SALVAGEABLE SIGNAL +AHw- +AHw- +AHw- EQUIPMENT +AHw- +AHw- +AHw- 0118 805-02503 8156.000 m +AHw- 0.55000 4485.80+AHw- +AHw- CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0119 805-03793 35.000 EACH +AHw- 290.00000 10150.00+AHw- +AHw- DETECTOR CARD RACK AND DETECTOR MODULES +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1120685 +AHw-( ) +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 805-06592 1855.000 m +AHw- 27.40000 50827.00+AHw- +AHw- CONDUIT, STEEL, GALVANIZED, 50mm +AHw- +AHw- +AHw- 0121 805-78100 2.000 EACH +AHw- 10200.00000 20400.00+AHw- +AHw- CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0122 805-78109 2.000 EACH +AHw- 12150.00000 24300.00+AHw- +AHw- CONTROLLER AND CABINET, SECONDARY, MENU +AHw- +AHw- +AHw- DRIVEN, 8 PHASE DRIVE, 8 PHASE +AHw- +AHw- +AHw- 0123 805-78205 24.000 EACH +AHw- 600.00000 14400.00+AHw- +AHw- TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0124 805-78215 12.000 EACH +AHw- 600.00000 7200.00+AHw- +AHw- TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0125 805-78230 11.000 EACH +AHw- 990.00000 10890.00+AHw- +AHw- TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0126 805-78415 12.000 EACH +AHw- 1650.00000 19800.00+AHw- +AHw- SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0127 805-78420 14.000 EACH +AHw- 215.00000 3010.00+AHw- +AHw- DISCONNECT HANGER +AHw- +AHw- +AHw- 0128 805-78445 4.000 EACH +AHw- 675.00000 2700.00+AHw- +AHw- SIGNAL SERVICE +AHw- +AHw- +AHw- 0129 805-78467 80.000 m +AHw- 6.50000 520.00+AHw- +AHw- SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0130 805-78485 513.000 m +AHw- 5.00000 2565.00+AHw- +AHw- SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0131 805-78490 1530.000 m +AHw- 5.70000 8721.00+AHw- +AHw- SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0132 805-78500 95.000 m +AHw- 6.60000 627.00+AHw- +AHw- SIGNAL CABLE, 11C 14GA. +AHw- +AHw- +AHw- 0133 805-78510 6540.000 m +AHw- 3.20000 20928.00+AHw- +AHw- SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0134 805-78746 1420.000 m +AHw- 20.25000 28755.00+AHw- +AHw- PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- 0135 805-78785 21.000 EACH +AHw- 485.00000 10185.00+AHw- +AHw- SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0136 805-78795 1050.000 m +AHw- 8.75000 9187.50+AHw- +AHw- SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1120685 +AHw-( ) +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 805-78925 4.000 EACH +AHw- 870.00000 3480.00+AHw- +AHw- CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0138 805-79020 LUMP +AHw- 68000.00000 68000.00+AHw- +AHw- TRAFFIC SIGNAL INSTALLATION , BRICK +AHw- +AHw- +AHw- ROAD AND SR 23 +AHw- +AHw- +AHw- 0139 805-81060 12.000 EACH +AHw- 4000.00000 48000.00+AHw- +AHw- SIGNAL STRAIN POLE, STEEL, 11.0 m +AHw- +AHw- +AHw- 0140 805-96260 250.000 m +AHw- 21.50000 5375.00+AHw- +AHw- FIBER OPTIC CABLE, IN CONDUIT +AHw- +AHw- +AHw- 0141 808-06701 5490.000 m +AHw- 1.10000 6039.00+AHw- +AHw- LINE, THERMOPLASTIC, BROKEN, WHITE, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0142 808-06703 2766.000 m +AHw- 1.10000 3042.60+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0143 808-06716 23600.000 m +AHw- 0.96000 22656.00+AHw- +AHw- LINE, REMOVE +AHw- +AHw- +AHw- 0144 808-75240 678.000 m +AHw- 1.10000 745.80+AHw- +AHw- LINE, THERMOPLASTIC, BROKEN, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0145 808-75245 4500.000 m +AHw- 1.10000 4950.00+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0146 808-75260 95.000 m +AHw- 5.95000 565.25+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, WHITE, CROSSHATCH LINE, 300 mm +AHw- +AHw- +AHw- 0147 808-75290 779.000 m +AHw- 11.90000 9270.10+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 600 mm +AHw- +AHw- +AHw- 0148 808-75297 263.000 m +AHw- 11.90000 3129.70+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0149 808-75320 117.000 EACH +AHw- 80.00000 9360.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0150 808-75325 69.000 EACH +AHw- 115.00000 7935.00+AHw- +AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0151 808-75998 846.000 EACH +AHw- 18.50000 15651.00+AHw- +AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 140 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 11,839,000 ROUTE : 23 CALL ORDER : 140 CONTRACT ID : IR-28369-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-1120685 +AHw-( ) +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 808-92027 2973.000 m +AHw- 3.97000 11802.81+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- 0153 802-04893 4.000 EACH +AHw- 120.00000 480.00+AHw- +AHw- REFERENCE POST +AHw- +AHw- +AHw- 0154 802-05701 263.400 m +AHw- 27.35000 7203.99+AHw- +AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0155 802-07060 16.000 EACH +AHw- 75.00000 1200.00+AHw- +AHw- SIGN, SHEET, RELOCATE +AHw- +AHw- +AHw- 0156 802-76025 31.650 m2 +AHw- 145.00000 4589.25+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0157 802-76035 48.850 m2 +AHw- 135.00000 6594.75+AHw- +AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND 2.54 mm THICKNESS +AHw- +AHw- +AHw- 0158 802-76045 9.450 m2 +AHw- 150.00000 1417.50+AHw- +AHw- SIGN, SHEET ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 3.18 mm THICKNESS +AHw- +AHw- +AHw- 0159 105-07039 24.000 MOS +AHw- 1700.00000 40800.00+AHw- +AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0160 210-09175 2.000 EACH +AHw- 350.00000 700.00+AHw- +AHw- CLEAN , DRYWELL +AHw- +AHw- +AHw- 0161 720-08559 1.000 EACH +AHw- 10400.00000 10400.00+AHw- +AHw- BEST MANAGEMENT PRACTICES , 62A +AHw- +AHw- +AHw- 0162 801-08401 24.000 m +AHw- 375.00000 9000.00+AHw- +AHw- TEMPORARY TRAFFIC BARRIER, TYPE 2 , +AHw- +AHw- +AHw- CONCRETE +AHw- +AHw- +AHw- 0163 801-06207 11860.000 m +AHw- 2.52000 29887.20+AHw- +AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 100 mm +AHw- +AHw- +AHw- 0164 801-06577 165.000 m +AHw- 15.12000 2494.80+AHw- +AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 600 mm +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 10,181,176.63+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Des. No. 963360X SIGNING +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- +AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 10,181,176.63+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -1 VENDOR RANKING CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 05/31/08 COMPLETION DATE CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 0600519 0600522 0600526 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-0515195 VALLEY ASPHALT CORPORATION +ACY- SUBSIDIARIES +ACQ- 25,887,825.10 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 27,188,000.00 105.0223+ACU- 3 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 30,939,244.40 119.5127+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 253873.26000 253873.26+AHw- 330000.00000 330000.00+AHw- 245000.00000 245000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07040 19.000 MOS +AHw- 1846.99000 35092.81+AHw- 3000.00000 57000.00+AHw- 2500.00000 47500.00 FIELD OFFICE, C +AHw- +AHw- +AHw- 0003 105-08520 6.000 EACH +AHw- 100.00000 600.00+AHw- 100.00000 600.00+AHw- 125.00000 750.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 114.000 MOS +AHw- 65.00000 7410.00+AHw- 100.00000 11400.00+AHw- 95.00000 10830.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 108-01614 LUMP +AHw- 8400.00000 8400.00+AHw- 8400.00000 8400.00+AHw- 20000.00000 20000.00 PARTNERING OVERHEAD +AHw- +AHw- +AHw- 0007 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0008 109-08441 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP +AHw- +AHw- +AHw- 0009 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0010 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 1002000.00000 1002000.00+AHw- 1552918.28000 1552918.28+AHw- 1545000.00000 1545000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 201-52370 LUMP +AHw- 229528.15000 229528.15+AHw- 550000.00000 550000.00+AHw- 615000.00000 615000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0013 202-01000 LUMP +AHw- 40255.02000 40255.02+AHw- 12000.00000 12000.00+AHw- 25000.00000 25000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE +AHw- +AHw- +AHw- 0014 202-02240 58288.000 SYS +AHw- 1.68000 97923.84+AHw- 7.45000 434245.60+AHw- 9.00000 524592.00 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0015 202-02286 1.000 EACH +AHw- 58000.00000 58000.00+AHw- 39000.00000 39000.00+AHw- 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 +AHw- +AHw- +AHw- 0016 203-02000 136994.000 CYS +AHw- 9.62000 1317882.28+AHw- 13.30000 1822020.20+AHw- 14.50000 1986413.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0017 203-02070 167940.000 CYS +AHw- 11.03000 1852378.20+AHw- 6.20000 1041228.00+AHw- 11.00000 1847340.00 BORROW +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 203-51223 650.000 CYS +AHw- 8.00000 5200.00+AHw- 8.10000 5265.00+AHw- 10.00000 6500.00 EXCAVATION, WATERWAY +AHw- +AHw- +AHw- 0019 203-95673 111.000 CYS +AHw- 57.00000 6327.00+AHw- 35.50000 3940.50+AHw- 25.00000 2775.00 BACKFILL, GRANULAR , FOR WATERMAIN +AHw- +AHw- +AHw- 0020 204-02290 13.000 EACH +AHw- 985.46000 12810.98+AHw- 1110.00000 14430.00+AHw- 800.00000 10400.00 SETTLEMENT PLATE +AHw- +AHw- +AHw- 0021 204-08415 8.000 EACH +AHw- 305.11000 2440.88+AHw- 102.00000 816.00+AHw- 75.00000 600.00 STAKES, SETTLEMENT +AHw- +AHw- +AHw- 0022 205-03371 100.000 CYS +AHw- 41.32000 4132.00+AHw- 36.00000 3600.00+AHw- 45.00000 4500.00 SEDIMENT, REMOVE +AHw- +AHw- +AHw- 0023 205-06930 128.000 TON +AHw- 50.53000 6467.84+AHw- 46.00000 5888.00+AHw- 120.00000 15360.00 SPLASHPAD, RIPRAP +AHw- +AHw- +AHw- 0024 205-06931 1801.000 TON +AHw- 31.64000 56983.64+AHw- 46.00000 82846.00+AHw- 40.00000 72040.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0025 205-06932 114.000 LFT +AHw- 7.59000 865.26+AHw- 8.90000 1014.60+AHw- 8.40000 957.60 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0026 205-06933 19.000 EACH +AHw- 468.04000 8892.76+AHw- 85.00000 1615.00+AHw- 68.00000 1292.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0027 205-06937 30151.000 LFT +AHw- 2.39000 72060.89+AHw- 1.20000 36181.20+AHw- 1.40000 42211.40 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0028 205-06938 730.000 LFT +AHw- 22.51000 16432.30+AHw- 32.50000 23725.00+AHw- 15.00000 10950.00 TEMPORARY SLOPE DRAIN +AHw- +AHw- +AHw- 0029 206-51225 415.000 CYS +AHw- 145.00000 60175.00+AHw- 147.00000 61005.00+AHw- 20.00000 8300.00 EXCAVATION, DRY +AHw- +AHw- +AHw- 0030 207-08263 35600.000 SYS +AHw- 5.84000 207904.00+AHw- 4.10000 145960.00+AHw- 3.50000 124600.00 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0031 211-02050 910.000 CYS +AHw- 33.34000 30339.40+AHw- 20.00000 18200.00+AHw- 28.50000 25935.00 B BORROW +AHw- +AHw- +AHw- 0032 211-06467 155.000 CYS +AHw- 63.36000 9820.80+AHw- 51.00000 7905.00+AHw- 75.00000 11625.00 AGGREGATE FOR END BENT BACKFILL +AHw- +AHw- +AHw- 0033 211-07454 11879.000 CYS +AHw- 35.25000 418734.75+AHw- 24.00000 285096.00+AHw- 28.50000 338551.50 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0034 213-52830 44.400 CYS +AHw- 136.35000 6053.94+AHw- 132.00000 5860.80+AHw- 170.00000 7548.00 FLOWABLE MORTAR +AHw- +AHw- +AHw- 0035 214-07202 3577.000 SYS +AHw- 4.24000 15166.48+AHw- 4.00000 14308.00+AHw- 3.00000 10731.00 GEOGRID, I +AHw- +AHw- +AHw- 0037 215-07043 218593.000 SYS +AHw- 4.23000 924648.39+AHw- 4.10000 896231.30+AHw- 3.50000 765075.50 CHEMICAL MODIFICATION, SOILS , SUBGRADE +AHw- +AHw- +AHw- TREATMENT +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 215-07706 24964.000 TON +AHw- 75.75000 1891023.00+AHw- 110.00000 2746040.00+AHw- 122.00000 3045608.00 CHEMICAL MODIFICATION, SOILS, , +AHw- +AHw- +AHw- MODIFYING WET FILL SOIL, LIME +AHw- +AHw- +AHw- 0040 301-07448 114225.000 TON +AHw- 16.84000 1923549.00+AHw- 15.00000 1713375.00+AHw- 19.25000 2198831.25 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0041 302-06464 10544.000 CYS +AHw- 35.42000 373468.48+AHw- 46.30000 488187.20+AHw- 39.00000 411216.00 SUBBASE FOR PCCP +AHw- +AHw- +AHw- 0042 302-07455 206.400 CYS +AHw- 49.48000 10212.67+AHw- 56.00000 11558.40+AHw- 68.00000 14035.20 DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0043 303-01180 5230.000 TON +AHw- 18.05000 94401.50+AHw- 20.00000 104600.00+AHw- 20.00000 104600.00 COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0044 304-07494 140.000 TON +AHw- 82.43000 11540.20+AHw- 100.00000 14000.00+AHw- 105.00000 14700.00 WIDENING WITH HMA, TYPE C +AHw- +AHw- +AHw- 0045 306-08034 8138.000 SYS +AHw- 1.67000 13590.46+AHw- 2.00000 16276.00+AHw- 1.15000 9358.70 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0046 401-06264 LUMP +AHw- 8800.00000 8800.00+AHw- 5300.00000 5300.00+AHw- 10000.00000 10000.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0047 401-07328 11850.000 TON +AHw- 67.80000 803430.00+AHw- 67.00000 793950.00+AHw- 66.00000 782100.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0048 401-07398 17932.000 TON +AHw- 49.61000 889606.52+AHw- 50.00000 896600.00+AHw- 50.00000 896600.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0049 401-07424 52161.000 TON +AHw- 45.22000 2358720.42+AHw- 46.00000 2399406.00+AHw- 48.00000 2503728.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm +AHw- +AHw- +AHw- 0050 401-07429 19369.000 TON +AHw- 56.95000 1103064.55+AHw- 46.00000 890974.00+AHw- 58.00000 1123402.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0051 402-07432 176.000 TON +AHw- 99.21000 17460.96+AHw- 100.00000 17600.00+AHw- 110.00000 19360.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0052 402-07435 851.000 TON +AHw- 55.79000 47477.29+AHw- 100.00000 85100.00+AHw- 66.00000 56166.00 HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- 0053 402-07450 34.000 TON +AHw- 139.40000 4739.60+AHw- 100.00000 3400.00+AHw- 185.00000 6290.00 HMA WEDGE AND LEVEL, TYPE A +AHw- +AHw- +AHw- 0054 406-05520 140.000 TON +AHw- 350.00000 49000.00+AHw- 320.00000 44800.00+AHw- 225.00000 31500.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0055 501-06266 LUMP +AHw- 6000.00000 6000.00+AHw- 9800.00000 9800.00+AHw- 8000.00000 8000.00 PROFILOGRAPH, PCCP +AHw- +AHw- +AHw- 0056 501-06321 31600.000 SYS +AHw- 36.00000 1137600.00+AHw- 38.00000 1200800.00+AHw- 48.00000 1516800.00 QC/QA-PCCP, 10 IN. +AHw- +AHw- +AHw- 0057 501-08194 7355.000 SYS +AHw- 47.00000 345685.00+AHw- 44.00000 323620.00+AHw- 55.00000 404525.00 QC/QA-PCCP, 11.5 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 503-05240 22688.000 LFT +AHw- 10.50000 238224.00+AHw- 9.60000 217804.80+AHw- 11.00000 249568.00 D-1 CONTRACTION JOINT +AHw- +AHw- +AHw- 0059 503-05310 92.000 LFT +AHw- 208.47000 19179.24+AHw- 140.00000 12880.00+AHw- 140.00000 12880.00 TERMINAL JOINT +AHw- +AHw- +AHw- 0060 601-01522 4.000 EACH +AHw- 1640.00000 6560.00+AHw- 1660.00000 6640.00+AHw- 1725.00000 6900.00 GUARDRAIL TRANSITION TYPE TGB +AHw- +AHw- +AHw- 0062 601-05999 1.000 EACH +AHw- 48.00000 48.00+AHw- 49.00000 49.00+AHw- 50.00000 50.00 CURVED TERMINAL END +AHw- +AHw- +AHw- 0063 601-06233 2.000 EACH +AHw- 7175.00000 14350.00+AHw- 7300.00000 14600.00+AHw- 7600.00000 15200.00 IMPACT ATTENUATOR, ED, W1, TL-3 +AHw- +AHw- +AHw- 0064 601-06854 2.000 EACH +AHw- 2425.00000 4850.00+AHw- 2460.00000 4920.00+AHw- 2600.00000 5200.00 GUARDRAIL, W-BEAM, NESTED +AHw- +AHw- +AHw- 0065 601-08186 2.000 EACH +AHw- 2525.00000 5050.00+AHw- 2560.00000 5120.00+AHw- 2700.00000 5400.00 GUARDRAIL TRANSITION, TTT +AHw- +AHw- +AHw- 0066 601-08187 2.000 EACH +AHw- 825.00000 1650.00+AHw- 840.00000 1680.00+AHw- 870.00000 1740.00 GUARDRAIL TRANSITION, WGT +AHw- +AHw- +AHw- 0067 601-94689 9.000 EACH +AHw- 2175.00000 19575.00+AHw- 2200.00000 19800.00+AHw- 2800.00000 25200.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0068 601-95344 226.200 LFT +AHw- 81.00000 18322.20+AHw- 82.00000 18548.40+AHw- 85.00000 19227.00 HANDRAIL, PEDESTRIAN +AHw- +AHw- +AHw- 0069 601-99105 1543.750 LFT +AHw- 14.90000 23001.88+AHw- 15.00000 23156.25+AHw- 15.75000 24314.06 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0070 602-06729 40.000 EACH +AHw- 7.60000 304.00+AHw- 9.10000 364.00+AHw- 9.50000 380.00 BARRIER DELINEATOR +AHw- +AHw- +AHw- 0071 603-06045 1109.000 LFT +AHw- 9.75000 10812.75+AHw- 9.90000 10979.10+AHw- 10.25000 11367.25 FENCE, CHAIN LINK, 48 IN. +AHw- +AHw- +AHw- 0072 604-07901 67.000 SYS +AHw- 115.00000 7705.00+AHw- 130.00000 8710.00+AHw- 160.00000 10720.00 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0073 604-91531 5283.000 SYS +AHw- 28.75000 151886.25+AHw- 30.00000 158490.00+AHw- 32.75000 173018.25 SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0074 605-06090 5135.900 LFT +AHw- 6.50000 33383.35+AHw- 10.50000 53926.95+AHw- 10.00000 51359.00 CURB, INTEGRAL, CONCRETE +AHw- +AHw- +AHw- 0075 605-06140 37129.000 LFT +AHw- 12.65000 469681.85+AHw- 11.00000 408419.00+AHw- 14.00000 519806.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0076 605-06155 520.000 LFT +AHw- 15.50000 8060.00+AHw- 32.00000 16640.00+AHw- 30.00000 15600.00 CURB AND GUTTER, CONCRETE, MODIFIED +AHw- +AHw- +AHw- 0079 609-06259 1242.900 SYS +AHw- 67.00000 83274.30+AHw- 68.00000 84517.20+AHw- 80.00000 99432.00 REINFORCED CONCRETE BRIDGE APPROACH 12 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 610-07486 1367.000 TON +AHw- 51.70000 70673.90+AHw- 80.00000 109360.00+AHw- 120.00000 164040.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0081 610-08446 893.000 SYS +AHw- 39.00000 34827.00+AHw- 46.00000 41078.00+AHw- 46.50000 41524.50 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0082 611-06497 11.000 EACH +AHw- 176.00000 1936.00+AHw- 180.00000 1980.00+AHw- 185.00000 2035.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0083 615-06490 89.000 EACH +AHw- 114.00000 10146.00+AHw- 115.00000 10235.00+AHw- 120.00000 10680.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0084 615-06505 46.000 EACH +AHw- 450.00000 20700.00+AHw- 455.00000 20930.00+AHw- 475.00000 21850.00 MONUMENT, B +AHw- +AHw- +AHw- 0085 615-06510 6.000 EACH +AHw- 385.00000 2310.00+AHw- 390.00000 2340.00+AHw- 405.00000 2430.00 MONUMENT, C +AHw- +AHw- +AHw- 0086 615-06515 10.000 EACH +AHw- 108.00000 1080.00+AHw- 110.00000 1100.00+AHw- 115.00000 1150.00 MONUMENT, D +AHw- +AHw- +AHw- 0088 616-02320 4295.000 SYS +AHw- 1.80000 7731.00+AHw- 2.80000 12026.00+AHw- 2.20000 9449.00 GEOTEXTILES +AHw- +AHw- +AHw- 0089 616-05688 1351.000 TON +AHw- 26.69000 36058.19+AHw- 25.00000 33775.00+AHw- 30.00000 40530.00 RIPRAP, CLASS 1 +AHw- +AHw- +AHw- 0090 616-05689 1714.000 TON +AHw- 28.63000 49071.82+AHw- 26.00000 44564.00+AHw- 29.00000 49706.00 RIPRAP, CLASS 2 +AHw- +AHw- +AHw- 0091 616-06405 781.000 TON +AHw- 27.56000 21524.36+AHw- 35.00000 27335.00+AHw- 25.00000 19525.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0092 616-06406 22.000 SYS +AHw- 104.47000 2298.34+AHw- 46.00000 1012.00+AHw- 25.00000 550.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0093 621-01004 6.000 EACH +AHw- 610.00000 3660.00+AHw- 620.00000 3720.00+AHw- 210.00000 1260.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0094 621-02363 48307.000 SYS +AHw- 0.22000 10627.54+AHw- 0.23000 11110.61+AHw- 0.30000 14492.10 MULCHED SEEDING, T, CONVENTIONAL MIX +AHw- +AHw- +AHw- 0095 621-06545 17.680 TON +AHw- 290.00000 5127.20+AHw- 295.00000 5215.60+AHw- 475.00000 8398.00 FERTILIZER +AHw- +AHw- +AHw- 0096 621-06553 4120.000 LBS +AHw- 4.34000 17880.80+AHw- 4.40000 18128.00+AHw- 2.20000 9064.00 SEED MIXTURE, R +AHw- +AHw- +AHw- 0097 621-06560 96612.000 SYS +AHw- 0.30000 28983.60+AHw- 0.31000 29949.72+AHw- 0.30000 28983.60 MULCHED SEEDING, U +AHw- +AHw- +AHw- 0098 621-06565 48.400 TON +AHw- 300.00000 14520.00+AHw- 305.00000 14762.00+AHw- 370.00000 17908.00 MULCHING MATERIAL +AHw- +AHw- +AHw- 0099 621-06567 47.000 kGAL +AHw- 2.00000 94.00+AHw- 2.00000 94.00+AHw- 1.05000 49.35 WATER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 621-06574 1828.000 SYS +AHw- 2.42000 4423.76+AHw- 2.45000 4478.60+AHw- 2.50000 4570.00 SODDING +AHw- +AHw- +AHw- 0101 621-06575 11407.000 SYS +AHw- 2.42000 27604.94+AHw- 2.45000 27947.15+AHw- 2.50000 28517.50 SODDING, NURSERY +AHw- +AHw- +AHw- 0102 622-52436 2.000 EACH +AHw- 46.00000 92.00+AHw- 47.00000 94.00+AHw- 32.00000 64.00 SIGN, DO NOT MOW OR SPRAY +AHw- +AHw- +AHw- 0103 622-91786 120.000 EACH +AHw- 8.76000 1051.20+AHw- 8.90000 1068.00+AHw- 10.50000 1260.00 SEEDLING +AHw- +AHw- +AHw- 0104 701-01849 2825.000 LFT +AHw- 47.25000 133481.25+AHw- 48.00000 135600.00+AHw- 35.00000 98875.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. +AHw- +AHw- +AHw- 312 IN., 14 IN. +AHw- +AHw- +AHw- 0105 701-02139 6230.000 LFT +AHw- 50.50000 314615.00+AHw- 51.00000 317730.00+AHw- 60.00000 373800.00 PILE, STEEL SHELL, O.375 IN., 14 IN. +AHw- +AHw- +AHw- 0106 701-06011 4.000 EACH +AHw- 2400.00000 9600.00+AHw- 2430.00000 9720.00+AHw- 3300.00000 13200.00 DYNAMIC PILE LOAD TEST +AHw- +AHw- +AHw- 0107 701-06012 4.000 EACH +AHw- 1700.00000 6800.00+AHw- 1725.00000 6900.00+AHw- 1600.00000 6400.00 TEST PILE, RESTRIKE +AHw- +AHw- +AHw- 0108 701-06027 4.000 EACH +AHw- 2800.00000 11200.00+AHw- 2840.00000 11360.00+AHw- 1300.00000 5200.00 TEST PILE +AHw- +AHw- +AHw- 0109 701-98648 850.000 LFT +AHw- 96.00000 81600.00+AHw- 97.00000 82450.00+AHw- 60.00000 51000.00 PILE, REINFORCED CONCRETE, STEEL SHELL +AHw- +AHw- +AHw- ENCASED, EPOXY COATED , 0.203 IN., 14 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0110 701-99086 142.000 EACH +AHw- 300.00000 42600.00+AHw- 305.00000 43310.00+AHw- 335.00000 47570.00 PILE TIP, STEEL SHELL +AHw- +AHw- +AHw- 0111 701-99086 59.000 EACH +AHw- 300.00000 17700.00+AHw- 305.00000 17995.00+AHw- 340.00000 20060.00 PILE TIP, STEEL SHELL , GRADE 50 +AHw- +AHw- +AHw- 0112 702-04325 LUMP +AHw- 56000.00000 56000.00+AHw- 6100.00000 6100.00+AHw- 50000.00000 50000.00 TEMPORARY SHORING STR. NO. 1 +AHw- +AHw- +AHw- 0113 702-51005 730.000 CYS +AHw- 450.00000 328500.00+AHw- 455.00000 332150.00+AHw- 600.00000 438000.00 CONCRETE, A, SUBSTRUCTURE +AHw- +AHw- +AHw- 0114 702-51015 138.400 CYS +AHw- 280.00000 38752.00+AHw- 285.00000 39444.00+AHw- 600.00000 83040.00 CONCRETE, B, FOOTINGS +AHw- +AHw- +AHw- 0115 703-51030 161250.000 LBS +AHw- 0.80000 129000.00+AHw- 0.81000 130612.50+AHw- 1.00000 161250.00 REINFORCING STEEL +AHw- +AHw- +AHw- 0116 703-51032 456128.000 LBS +AHw- 0.85000 387708.80+AHw- 0.86000 392270.08+AHw- 1.10000 501740.80 REINFORCING STEEL, EPOXY COATED +AHw- +AHw- +AHw- 0117 704-51002 1884.500 CYS +AHw- 500.00000 942250.00+AHw- 510.00000 961095.00+AHw- 600.00000 1130700.00 CONCRETE, C, SUPERSTRUCTURE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 706-05732 4.000 EACH +AHw- 1900.00000 7600.00+AHw- 1930.00000 7720.00+AHw- 2300.00000 9200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC +AHw- +AHw- +AHw- 0119 706-05734 4.000 EACH +AHw- 1700.00000 6800.00+AHw- 1720.00000 6880.00+AHw- 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT +AHw- +AHw- +AHw- 0120 706-51020 170.500 CYS +AHw- 400.00000 68200.00+AHw- 405.00000 69052.50+AHw- 550.00000 93775.00 CONCRETE, C, RAILING +AHw- +AHw- +AHw- 0122 709-51821 LUMP +AHw- 14500.00000 14500.00+AHw- 14500.00000 14500.00+AHw- 13500.00000 13500.00 SURFACE SEAL , STR. NO. 2 +AHw- +AHw- +AHw- 0123 709-51821 LUMP +AHw- 5250.00000 5250.00+AHw- 5250.00000 5250.00+AHw- 4900.00000 4900.00 SURFACE SEAL , STR. NO. 1 +AHw- +AHw- +AHw- 0124 714-44240 2.400 CYS +AHw- 2168.73000 5204.95+AHw- 1115.00000 2676.00+AHw- 1500.00000 3600.00 CONCRETE, A, STRUCTURES +AHw- +AHw- +AHw- 0125 714-93641 80.000 LFT +AHw- 328.52000 26281.60+AHw- 275.00000 22000.00+AHw- 300.00000 24000.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 4 FT. X 3 FT. +AHw- +AHw- +AHw- 0126 714-93978 105.000 LFT +AHw- 271.26000 28482.30+AHw- 260.00000 27300.00+AHw- 260.00000 27300.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 4 FT. X 2 FT. +AHw- +AHw- +AHw- 0129 715-04612 9870.000 LFT +AHw- 20.74000 204703.80+AHw- 18.00000 177660.00+AHw- 19.00000 187530.00 PIPE , DRAINTILE, 12 IN. +AHw- +AHw- +AHw- 0130 715-05019 275.000 LFT +AHw- 52.26000 14371.50+AHw- 50.00000 13750.00+AHw- 67.00000 18425.00 PIPE, TYPE 1, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0131 715-05024 552.000 LFT +AHw- 59.37000 32772.24+AHw- 57.00000 31464.00+AHw- 75.00000 41400.00 PIPE, TYPE 2, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0132 715-05048 52540.000 LFT +AHw- 3.45000 181263.00+AHw- 3.50000 183890.00+AHw- 3.40000 178636.00 PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0133 715-05053 492.000 LFT +AHw- 20.00000 9840.00+AHw- 20.50000 10086.00+AHw- 35.00000 17220.00 PIPE, UNDERDRAIN OUTLET, 6 IN. +AHw- +AHw- +AHw- 0134 715-05119 127.000 LFT +AHw- 58.85000 7473.95+AHw- 30.50000 3873.50+AHw- 41.00000 5207.00 PIPE, TYPE 1, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0135 715-05128 136.000 LFT +AHw- 85.73000 11659.28+AHw- 78.00000 10608.00+AHw- 82.00000 11152.00 PIPE, TYPE 1, CIRCULAR, 48 IN. +AHw- +AHw- +AHw- 0136 715-05149 3093.000 LFT +AHw- 44.33000 137112.69+AHw- 29.50000 91243.50+AHw- 42.00000 129906.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0137 715-05151 925.000 LFT +AHw- 31.41000 29054.25+AHw- 30.50000 28212.50+AHw- 36.00000 33300.00 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0138 715-05152 1019.000 LFT +AHw- 33.54000 34177.26+AHw- 31.50000 32098.50+AHw- 42.00000 42798.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0139 715-05153 189.000 LFT +AHw- 37.01000 6994.89+AHw- 42.00000 7938.00+AHw- 39.00000 7371.00 PIPE, TYPE 2, CIRCULAR, 21 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 715-05154 3112.000 LFT +AHw- 39.75000 123702.00+AHw- 44.00000 136928.00+AHw- 52.00000 161824.00 PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0141 715-05156 1839.000 LFT +AHw- 50.01000 91968.39+AHw- 50.00000 91950.00+AHw- 54.00000 99306.00 PIPE, TYPE 2, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0142 715-05168 128.000 LFT +AHw- 32.65000 4179.20+AHw- 49.00000 6272.00+AHw- 23.00000 2944.00 PIPE, TYPE 3, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0143 715-05169 320.000 LFT +AHw- 37.13000 11881.60+AHw- 34.50000 11040.00+AHw- 28.00000 8960.00 PIPE, TYPE 3, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0144 715-05239 80.000 LFT +AHw- 158.10000 12648.00+AHw- 130.00000 10400.00+AHw- 122.00000 9760.00 PIPE, TYPE 1, DEFORMED, MIN AREA 7.4 SQ +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0145 715-05252 172.000 LFT +AHw- 216.52000 37241.44+AHw- 265.00000 45580.00+AHw- 253.00000 43516.00 PIPE, TYPE 1, DEFORMED, 20.5 SQ. FT. +AHw- +AHw- +AHw- 0146 715-05331 77.000 LFT +AHw- 80.33000 6185.41+AHw- 86.00000 6622.00+AHw- 77.00000 5929.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 +AHw- +AHw- +AHw- SFT. +AHw- +AHw- +AHw- 0147 715-05407 190.000 LFT +AHw- 12.71000 2414.90+AHw- 2.30000 437.00+AHw- 16.00000 3040.00 PIPE, END BENT DRAIN, 6 IN. +AHw- +AHw- +AHw- 0148 715-06471 4.000 EACH +AHw- 1522.53000 6090.12+AHw- 960.00000 3840.00+AHw- 875.00000 3500.00 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. +AHw- +AHw- +AHw- 0149 715-06847 2.000 EACH +AHw- 4161.92000 8323.84+AHw- 2400.00000 4800.00+AHw- 3400.00000 6800.00 PIPE END SECTION, MIN. AREA 20.5 SQ. FT +AHw- +AHw- +AHw- 0150 715-08303 2.000 EACH +AHw- 4369.67000 8739.34+AHw- 1520.00000 3040.00+AHw- 3600.00000 7200.00 CONCRETE ANCHOR, MIN. AREA 20.5 SQ. FT. +AHw- +AHw- +AHw- 0151 715-46000 8.000 EACH +AHw- 684.67000 5477.36+AHw- 370.00000 2960.00+AHw- 340.00000 2720.00 PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- 0152 715-46005 9.000 EACH +AHw- 708.04000 6372.36+AHw- 390.00000 3510.00+AHw- 420.00000 3780.00 PIPE END SECTION, 15 IN. +AHw- +AHw- +AHw- 0153 715-46010 4.000 EACH +AHw- 709.52000 2838.08+AHw- 420.00000 1680.00+AHw- 540.00000 2160.00 PIPE END SECTION, 18 IN. +AHw- +AHw- +AHw- 0154 715-46015 1.000 EACH +AHw- 879.90000 879.90+AHw- 475.00000 475.00+AHw- 390.00000 390.00 PIPE END SECTION, 21 IN. +AHw- +AHw- +AHw- 0155 715-46020 6.000 EACH +AHw- 914.81000 5488.86+AHw- 510.00000 3060.00+AHw- 820.00000 4920.00 PIPE END SECTION, 24 IN. +AHw- +AHw- +AHw- 0156 715-46030 2.000 EACH +AHw- 1156.45000 2312.90+AHw- 610.00000 1220.00+AHw- 970.00000 1940.00 PIPE END SECTION, 30 IN. +AHw- +AHw- +AHw- 0157 715-46040 4.000 EACH +AHw- 1418.93000 5675.72+AHw- 810.00000 3240.00+AHw- 1085.00000 4340.00 PIPE END SECTION, 36 IN. +AHw- +AHw- +AHw- 0158 715-97804 2.000 EACH +AHw- 2604.64000 5209.28+AHw- 1775.00000 3550.00+AHw- 1500.00000 3000.00 PIPE END SECTION, MIN. AREA 7.4 SQ. FT. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 715-97836 1.000 EACH +AHw- 2792.14000 2792.14+AHw- 2940.00000 2940.00+AHw- 4055.00000 4055.00 GRATED BOX END SECTION, II, 4:1, 15 IN. +AHw- +AHw- +AHw- 0160 716-07634 48.000 LFT +AHw- 130.00000 6240.00+AHw- 210.00000 10080.00+AHw- 130.00000 6240.00 PIPE INSTALLATION, TRENCHLESS, 30 IN. +AHw- +AHw- +AHw- 0161 716-09128 48.000 LFT +AHw- 33.00000 1584.00+AHw- 52.00000 2496.00+AHw- 69.00000 3312.00 PIPE INSTALLATION, TRENCHLESS, 16 IN. +AHw- +AHw- +AHw- 0162 716-09129 96.000 LFT +AHw- 200.00000 19200.00+AHw- 28.00000 2688.00+AHw- 32.00000 3072.00 PIPE INSTALLATION, TRENCHLESS, 8 IN. +AHw- +AHw- +AHw- 0163 718-06528 45.000 EACH +AHw- 865.00000 38925.00+AHw- 910.00000 40950.00+AHw- 350.00000 15750.00 OUTLET PROTECTOR, 1 +AHw- +AHw- +AHw- 0164 718-06529 19.000 EACH +AHw- 770.00000 14630.00+AHw- 790.00000 15010.00+AHw- 325.00000 6175.00 OUTLET PROTECTOR, 2 +AHw- +AHw- +AHw- 0165 718-06531 5.000 EACH +AHw- 695.00000 3475.00+AHw- 610.00000 3050.00+AHw- 285.00000 1425.00 OUTLET PROTECTOR, 3 +AHw- +AHw- +AHw- 0166 718-06532 9000.000 LFT +AHw- 1.50000 13500.00+AHw- 0.71000 6390.00+AHw- 0.75000 6750.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0167 718-52610 4445.000 CYS +AHw- 35.00000 155575.00+AHw- 35.50000 157797.50+AHw- 35.00000 155575.00 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0168 718-99153 49188.000 SYS +AHw- 1.00000 49188.00+AHw- 1.01000 49679.88+AHw- 2.00000 98376.00 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0169 720-45005 1.000 EACH +AHw- 1150.99000 1150.99+AHw- 1420.00000 1420.00+AHw- 1400.00000 1400.00 INLET, A2 +AHw- +AHw- +AHw- 0170 720-45070 1.000 EACH +AHw- 1991.76000 1991.76+AHw- 2790.00000 2790.00+AHw- 2400.00000 2400.00 INLET, P12A +AHw- +AHw- +AHw- 0171 720-45235 6.000 EACH +AHw- 1141.09000 6846.54+AHw- 1170.00000 7020.00+AHw- 1600.00000 9600.00 CATCH BASIN, E7 +AHw- +AHw- +AHw- 0172 720-45410 38.000 EACH +AHw- 1625.57000 61771.66+AHw- 2030.00000 77140.00+AHw- 2100.00000 79800.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0173 720-93409 6.000 EACH +AHw- 1818.64000 10911.84+AHw- 2230.00000 13380.00+AHw- 2160.00000 12960.00 INLET, B15, MODIFIED +AHw- +AHw- +AHw- 0174 720-94612 1.000 EACH +AHw- 3880.04000 3880.04+AHw- 5070.00000 5070.00+AHw- 4100.00000 4100.00 MANHOLE, K4 +AHw- +AHw- +AHw- 0175 720-95422 22.000 EACH +AHw- 2246.17000 49415.74+AHw- 3000.00000 66000.00+AHw- 2800.00000 61600.00 MANHOLE, J4 +AHw- +AHw- +AHw- 0176 720-98174 26.000 EACH +AHw- 1818.64000 47284.64+AHw- 2535.00000 65910.00+AHw- 2160.00000 56160.00 INLET, B15 +AHw- +AHw- +AHw- 0177 720-98555 7.000 EACH +AHw- 1818.64000 12730.48+AHw- 2535.00000 17745.00+AHw- 2400.00000 16800.00 INLET, C15 +AHw- +AHw- +AHw- 0178 720-99417 58.000 EACH +AHw- 2154.82000 124979.56+AHw- 2740.00000 158920.00+AHw- 2700.00000 156600.00 CATCH BASIN, C15 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0179 724-51925 146.000 LFT +AHw- 145.00000 21170.00+AHw- 147.00000 21462.00+AHw- 160.00000 23360.00 STRUCTURAL EXPANSION JOINT, SS +AHw- +AHw- +AHw- 0180 731-93945 7833.000 SFT +AHw- 21.00000 164493.00+AHw- 17.25000 135119.25+AHw- 28.00000 219324.00 FACE PANELS, CONCRETE +AHw- +AHw- +AHw- 0181 731-93946 7833.000 SFT +AHw- 5.25000 41123.25+AHw- 5.30000 41514.90+AHw- 17.00000 133161.00 WALL ERECTION +AHw- +AHw- +AHw- 0182 731-93947 510.000 LFT +AHw- 101.00000 51510.00+AHw- 103.00000 52530.00+AHw- 34.00000 17340.00 LEVELING PAD, CONCRETE +AHw- +AHw- +AHw- 0183 732-02388 2.000 EACH +AHw- 2379.89000 4759.78+AHw- 780.00000 1560.00+AHw- 12000.00000 24000.00 WATER MAIN , HYDRA-STOPS, 14 IN. +AHw- +AHw- +AHw- 0185 801-01349 96.000 LFT +AHw- 2.40000 230.40+AHw- 6.10000 585.60+AHw- 2.50000 240.00 TEMPORARY STOP LINE, 24 IN +AHw- +AHw- +AHw- 0186 801-03290 10.000 EACH +AHw- 250.00000 2500.00+AHw- 252.00000 2520.00+AHw- 210.00000 2100.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- 0187 801-04308 5.000 EACH +AHw- 345.00000 1725.00+AHw- 280.00000 1400.00+AHw- 320.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0188 801-06207 23598.000 LFT +AHw- 0.88000 20766.24+AHw- 0.85000 20058.30+AHw- 0.90000 21238.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0189 801-06211 3.000 EACH +AHw- 100.00000 300.00+AHw- 152.00000 456.00+AHw- 80.00000 240.00 TEMPORARY PAVEMENT MESSAGE MARKING, +AHw- +AHw- +AHw- REMOVABLE, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0190 801-06625 18.000 EACH +AHw- 118.00000 2124.00+AHw- 86.00000 1548.00+AHw- 105.00000 1890.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0191 801-06640 58.000 EACH +AHw- 205.00000 11890.00+AHw- 205.00000 11890.00+AHw- 195.00000 11310.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0192 801-06645 3.000 EACH +AHw- 45.00000 135.00+AHw- 46.00000 138.00+AHw- 50.00000 150.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0193 801-06710 84.000 DAY +AHw- 18.00000 1512.00+AHw- 13.00000 1092.00+AHw- 14.75000 1239.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0194 801-06775 LUMP +AHw- 432974.10000 432974.10+AHw- 300000.00000 300000.00+AHw- 663000.00000 663000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0195 801-07118 132.000 LFT +AHw- 15.00000 1980.00+AHw- 10.25000 1353.00+AHw- 13.15000 1735.80 BARRICADE, III-A +AHw- +AHw- +AHw- 0196 801-07119 264.000 LFT +AHw- 18.00000 4752.00+AHw- 12.25000 3234.00+AHw- 15.75000 4158.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0197 801-08401 340.000 LFT +AHw- 24.37000 8285.80+AHw- 25.00000 8500.00+AHw- 40.00000 13600.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- 0198 801-08508 450.000 LFT +AHw- 27.86000 12537.00+AHw- 28.00000 12600.00+AHw- 42.00000 18900.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, +AHw- +AHw- +AHw- ANCHORED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0199 801-09133 5.000 EACH +AHw- 8400.00000 42000.00+AHw- 10000.00000 50000.00+AHw- 8200.00000 41000.00 TEMPORARY CHANGEABLE MESSAGE SIGN +AHw- +AHw- +AHw- 0200 802-05701 614.500 LFT +AHw- 11.50000 7066.75+AHw- 11.75000 7220.38+AHw- 12.65000 7773.43 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0201 802-05702 391.500 LFT +AHw- 13.50000 5285.25+AHw- 13.75000 5383.13+AHw- 10.50000 4110.75 SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0202 802-76025 537.380 SFT +AHw- 16.50000 8866.77+AHw- 16.75000 9001.12+AHw- 15.25000 8195.05 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0203 802-76035 407.750 SFT +AHw- 17.00000 6931.75+AHw- 17.25000 7033.69+AHw- 15.80000 6442.45 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0204 802-76045 5.000 SFT +AHw- 17.50000 87.50+AHw- 17.75000 88.75+AHw- 14.95000 74.75 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.125 IN. THICKNESS +AHw- +AHw- +AHw- 0205 802-76125 4.000 EACH +AHw- 12835.00000 51340.00+AHw- 13000.00000 52000.00+AHw- 9300.00000 37200.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN +AHw- +AHw- +AHw- 0206 805-01815 4.000 EACH +AHw- 2074.00000 8296.00+AHw- 2100.00000 8400.00+AHw- 1895.00000 7580.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0207 805-01842 11.000 EACH +AHw- 809.00000 8899.00+AHw- 820.00000 9020.00+AHw- 1000.00000 11000.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0208 805-01844 2040.000 LFT +AHw- 16.50000 33660.00+AHw- 16.75000 34170.00+AHw- 16.85000 34374.00 CONDUIT, STEEL, GALVANIZED, 2 IN., +AHw- +AHw- +AHw- UNDERGROUND +AHw- +AHw- +AHw- 0209 805-01879 1.000 EACH +AHw- 666.00000 666.00+AHw- 675.00000 675.00+AHw- 475.00000 475.00 SIGNAL SERVICE, INSTALL +AHw- +AHw- +AHw- 0210 805-02437 1.000 EACH +AHw- 1732.00000 1732.00+AHw- 1760.00000 1760.00+AHw- 1050.00000 1050.00 CONTROLLER, RELOCATE AND REWIRE +AHw- +AHw- +AHw- 0211 805-03793 2.000 EACH +AHw- 1183.00000 2366.00+AHw- 1200.00000 2400.00+AHw- 895.00000 1790.00 DETECTOR CARD RACK AND DETECTOR MODULES +AHw- +AHw- +AHw- 0212 805-08464 1.000 EACH +AHw- 3412.00000 3412.00+AHw- 3460.00000 3460.00+AHw- 3700.00000 3700.00 RADIO, INTERCONNECT +AHw- +AHw- +AHw- 0213 805-78205 6.000 EACH +AHw- 544.00000 3264.00+AHw- 550.00000 3300.00+AHw- 580.00000 3480.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0214 805-78215 4.000 EACH +AHw- 544.00000 2176.00+AHw- 550.00000 2200.00+AHw- 650.00000 2600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0215 805-78230 2.000 EACH +AHw- 880.00000 1760.00+AHw- 890.00000 1780.00+AHw- 865.00000 1730.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0216 805-78415 6.000 EACH +AHw- 1589.00000 9534.00+AHw- 1600.00000 9600.00+AHw- 1580.00000 9480.00 SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0217 805-78420 4.000 EACH +AHw- 221.00000 884.00+AHw- 225.00000 900.00+AHw- 265.00000 1060.00 DISCONNECT HANGER +AHw- +AHw- +AHw- 0218 805-78467 47.000 LFT +AHw- 1.90000 89.30+AHw- 1.92000 90.24+AHw- 1.90000 89.30 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0219 805-78470 9450.000 LFT +AHw- 0.50000 4725.00+AHw- 0.51000 4819.50+AHw- 0.21000 1984.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0220 805-78485 300.000 LFT +AHw- 1.20000 360.00+AHw- 1.22000 366.00+AHw- 1.50000 450.00 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0221 805-78490 1285.000 LFT +AHw- 1.40000 1799.00+AHw- 1.42000 1824.70+AHw- 1.60000 2056.00 SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0222 805-78510 6575.000 LFT +AHw- 0.85000 5588.75+AHw- 0.86000 5654.50+AHw- 1.40000 9205.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0223 805-78785 16.000 EACH +AHw- 856.00000 13696.00+AHw- 870.00000 13920.00+AHw- 610.00000 9760.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0224 805-78795 3000.000 LFT +AHw- 7.00000 21000.00+AHw- 7.10000 21300.00+AHw- 9.25000 27750.00 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0225 805-78925 1.000 EACH +AHw- 1010.00000 1010.00+AHw- 1025.00000 1025.00+AHw- 580.00000 580.00 CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0226 805-81060 4.000 EACH +AHw- 4184.00000 16736.00+AHw- 4200.00000 16800.00+AHw- 4700.00000 18800.00 SIGNAL STRAIN POLE, STEEL, 36 FT. +AHw- +AHw- +AHw- 0227 805-92504 16.000 EACH +AHw- 251.00000 4016.00+AHw- 255.00000 4080.00+AHw- 190.00000 3040.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0228 805-96014 4836.000 LFT +AHw- 6.00000 29016.00+AHw- 3.00000 14508.00+AHw- 2.10000 10155.60 SAW CUT, FULL DEPTH +AHw- +AHw- +AHw- 0229 808-03002 126.000 LFT +AHw- 0.40000 50.40+AHw- 0.46000 57.96+AHw- 0.42000 52.92 LINE, EPOXY, BROKEN, WHITE, 4 IN. +AHw- +AHw- +AHw- 0230 808-03631 15335.000 LFT +AHw- 0.40000 6134.00+AHw- 0.46000 7054.10+AHw- 0.40000 6134.00 LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0231 808-03632 9225.000 LFT +AHw- 0.40000 3690.00+AHw- 0.46000 4243.50+AHw- 0.42000 3874.50 LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0232 808-04896 525.000 LFT +AHw- 0.40000 210.00+AHw- 0.46000 241.50+AHw- 0.42000 220.50 LINE, EPOXY, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0233 808-06701 8999.000 LFT +AHw- 0.30000 2699.70+AHw- 0.31000 2789.69+AHw- 0.32000 2879.68 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0234 808-06703 13838.000 LFT +AHw- 0.30000 4151.40+AHw- 0.31000 4289.78+AHw- 0.32000 4428.16 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0235 808-06705 1262.000 LFT +AHw- 0.85000 1072.70+AHw- 1.20000 1514.40+AHw- 0.90000 1135.80 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN +AHw- +AHw- +AHw- 0236 808-06713 3476.000 LFT +AHw- 0.25000 869.00+AHw- 0.16000 556.16+AHw- 0.21000 729.96 LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0237 808-06714 5027.000 LFT +AHw- 0.25000 1256.75+AHw- 0.16000 804.32+AHw- 0.21000 1055.67 LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0238 808-06716 10466.000 LFT +AHw- 0.33000 3453.78+AHw- 0.36000 3767.76+AHw- 0.35000 3663.10 LINE, REMOVE +AHw- +AHw- +AHw- 0239 808-74805 100.000 LFT +AHw- 9.90000 990.00+AHw- 10.10000 1010.00+AHw- 10.50000 1050.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0240 808-74807 6.000 EACH +AHw- 160.00000 960.00+AHw- 172.00000 1032.00+AHw- 155.00000 930.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE +AHw- +AHw- +AHw- INDICATIONS ARROWS +AHw- +AHw- +AHw- 0241 808-74808 6.000 EACH +AHw- 230.00000 1380.00+AHw- 208.00000 1248.00+AHw- 210.00000 1260.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD +AHw- +AHw- +AHw- (ONLY) +AHw- +AHw- +AHw- 0242 808-74812 154.000 LFT +AHw- 6.25000 962.50+AHw- 4.65000 716.10+AHw- 6.30000 970.20 TRANSVERSE MARKINGS, PREFORMED PLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0243 808-75054 114.000 LFT +AHw- 2.10000 239.40+AHw- 1.55000 176.70+AHw- 2.20000 250.80 LINE, PREFORMED PLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0244 808-75059 321.000 LFT +AHw- 2.10000 674.10+AHw- 1.55000 497.55+AHw- 2.20000 706.20 LINE, PREFORMED PLASTIC, BROKEN, WHITE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0245 808-75067 48.000 LFT +AHw- 12.20000 585.60+AHw- 9.30000 446.40+AHw- 12.85000 616.80 TRANSVERSE MARKINGS, PREFORMED PLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0246 808-75240 1956.000 LFT +AHw- 0.30000 586.80+AHw- 0.31000 606.36+AHw- 0.32000 625.92 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0247 808-75245 37734.000 LFT +AHw- 0.30000 11320.20+AHw- 0.31000 11697.54+AHw- 0.30000 11320.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0248 808-75256 522.000 LFT +AHw- 1.40000 730.80+AHw- 1.20000 626.40+AHw- 1.50000 783.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, WHITE, CROSSHATCH LINE, 8 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0249 808-75278 2511.000 LFT +AHw- 1.90000 4770.90+AHw- 1.80000 4519.80+AHw- 2.00000 5022.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0250 808-75297 254.000 LFT +AHw- 4.20000 1066.80+AHw- 3.55000 901.70+AHw- 4.45000 1130.30 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0251 808-75300 716.000 LFT +AHw- 1.10000 787.60+AHw- 0.90000 644.40+AHw- 1.15000 823.40 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0252 808-75320 52.000 EACH +AHw- 75.00000 3900.00+AHw- 69.00000 3588.00+AHw- 80.00000 4160.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0253 808-75325 50.000 EACH +AHw- 110.00000 5500.00+AHw- 93.00000 4650.00+AHw- 115.00000 5750.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0254 808-75998 1413.000 EACH +AHw- 17.00000 24021.00+AHw- 14.00000 19782.00+AHw- 15.00000 21195.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0255 808-92027 6870.000 LFT +AHw- 0.95000 6526.50+AHw- 0.61000 4190.70+AHw- 0.90000 6183.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0256 808-97027 398.000 LFT +AHw- 4.10000 1631.80+AHw- 2.95000 1174.10+AHw- 4.30000 1711.40 LINE, PREFORMED PLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 8 IN. +AHw- +AHw- +AHw- 0257 808-98796 70.000 LFT +AHw- 3.50000 245.00+AHw- 3.65000 255.50+AHw- 3.70000 259.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 +AHw- +AHw- +AHw- IN., 2 FT. LINE, 4 FT. GAP +AHw- +AHw- +AHw- 0258 605-09176 1085.000 LFT +AHw- 30.00000 32550.00+AHw- 160.00000 173600.00+AHw- 195.00000 211575.00 CURB TURNOUT, CONCRETE +AHw- +AHw- +AHw- 0259 205-06935 10.000 EACH +AHw- 1784.05000 17840.50+AHw- 254.00000 2540.00+AHw- 535.00000 5350.00 TEMPORARY SEDIMENT BASIN , CULVERT PIPE +AHw- +AHw- +AHw- 0260 715-93919 871.000 LFT +AHw- 63.62000 55413.02+AHw- 71.00000 61841.00+AHw- 100.00000 87100.00 WATER MAIN, 14 IN. , PVC +AHw- +AHw- +AHw- 0261 732-04964 345.000 LFT +AHw- 175.05000 60392.25+AHw- 120.00000 41400.00+AHw- 140.00000 48300.00 WATER MAIN , CASING PIPE, STEEL, 30 IN. +AHw- +AHw- +AHw- 0262 808-06680 251.000 LFT +AHw- 3.30000 828.30+AHw- 3.40000 853.40+AHw- 3.50000 878.50 TRANSVERSE MARKINGS, EPOXY , CROSSWALK +AHw- +AHw- +AHw- LINE, 8 IN. +AHw- +AHw- +AHw- 0263 808-06680 106.000 LFT +AHw- 3.30000 349.80+AHw- 3.40000 360.40+AHw- 3.50000 371.00 TRANSVERSE MARKINGS, EPOXY , SOLID, +AHw- +AHw- +AHw- WHITE, CROSSHATCH LINE, 8 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 37,455,000 ROUTE : CALL ORDER : 180 CONTRACT ID : IR-29320-A COUNTIES : DECATUR LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 31-0515195 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1917625 +AHw-VALLEY ASPHALT CORPORATION +ACY- +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0264 808-06680 832.000 LFT +AHw- 3.30000 2745.60+AHw- 3.40000 2828.80+AHw- 3.50000 2912.00 TRANSVERSE MARKINGS, EPOXY , SOLID, +AHw- +AHw- +AHw- YELLOW, CROSSHATCH LINE, 8 IN. +AHw- +AHw- +AHw- 0265 715-05173 58.000 LFT +AHw- 47.37000 2747.46+AHw- 43.00000 2494.00+AHw- 35.00000 2030.00 PIPE, TYPE 3, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0266 715-46020 2.000 EACH +AHw- 1027.15000 2054.30+AHw- 510.00000 1020.00+AHw- 820.00000 1640.00 PIPE END SECTION, 24 IN. +AHw- +AHw- +AHw- 0267 501-06727 LUMP +AHw- 8000.00000 8000.00+AHw- 6500.00000 6500.00+AHw- 8500.00000 8500.00 CORING, PCCP +AHw- +AHw- +AHw- 0268 203-95673 111.000 CYS +AHw- 57.00000 6327.00+AHw- 36.00000 3996.00+AHw- 25.00000 2775.00 BACKFILL, GRANULAR , WATER MAIN +AHw- +AHw- +AHw- 0269 707-06404 3121.000 LFT +AHw- 280.46000 875315.66+AHw- 285.00000 889485.00+AHw- 285.00000 889485.00 STRUCTURAL MEMBERS, CONCRETE BULB-T +AHw- +AHw- +AHw- BEAM , 84 IN. X 48 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 25,887,825.10+AHw- +ACQ- 27,188,000.00+AHw- +ACQ- 30,939,244.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 25,887,825.10+AHw- +ACQ- 27,188,000.00+AHw- +ACQ- 30,939,244.40 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 220 -1 VENDOR RANKING CALL ORDER : 220 CONTRACT ID : R -27561-A COUNTIES : KNOX LETTING DATE : 04/18/07 10:00 AM DISTRICT : 66 CONTRACT TIME : 05/31/08 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5242007 SET-ASIDE : Standard ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE O+AGA-MARA CONTRACTOR +ACQ- 758,823.00 100.0000+ACU- 2 35-1801998 CLR, INC. +ACQ- 777,097.09 102.4082+ACU- 3 35-1875662 CRIDER +ACY- CRIDER, INC. +ACQ- 834,564.51 109.9814+ACU- 35-1538134 RARIDEN ENTERPRISE, INC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 834,000.00 ROUTE : SR 58 CALL ORDER : 220 CONTRACT ID : R -27561-A COUNTIES : KNOX LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1357381 +AHw-( 2 ) 35-1801998 +AHw-( 3 ) 35-1875662 +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw-CLR, INC. +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CURVE CORRECTION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 29500.00000 29500.00+AHw- 52000.00000 52000.00+AHw- 8600.00000 8600.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07038 16.000 MOS +AHw- 1550.00000 24800.00+AHw- 1100.00000 17600.00+AHw- 1600.00000 25600.00 FIELD OFFICE, A +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 37500.00000 37500.00+AHw- 38800.00000 38800.00+AHw- 17600.00000 17600.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 201-52370 LUMP +AHw- 15000.00000 15000.00+AHw- 15500.00000 15500.00+AHw- 10000.00000 10000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0008 203-02000 7744.000 m3 +AHw- 16.50000 127776.00+AHw- 17.05000 132035.20+AHw- 17.85000 138230.40 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0009 205-06931 128.000 Mg +AHw- 57.00000 7296.00+AHw- 27.82000 3560.96+AHw- 40.00000 5120.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0010 205-06933 2.000 EACH +AHw- 100.00000 200.00+AHw- 550.00000 1100.00+AHw- 250.00000 500.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0011 205-06936 42.000 Mg +AHw- 115.00000 4830.00+AHw- 31.00000 1302.00+AHw- 40.00000 1680.00 TEMPORARY SEDIMENT TRAP +AHw- +AHw- +AHw- 0012 205-06937 615.000 m +AHw- 5.00000 3075.00+AHw- 6.60000 4059.00+AHw- 5.40000 3321.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0013 207-08264 7231.000 m2 +AHw- 8.25000 59655.75+AHw- 6.80000 49170.80+AHw- 9.00000 65079.00 SUBGRADE TREATMENT, TYPE II +AHw- +AHw- +AHw- 0014 211-07454 148.000 m3 +AHw- 48.00000 7104.00+AHw- 40.00000 5920.00+AHw- 16.00000 2368.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0015 213-08058 4.000 m3 +AHw- 165.00000 660.00+AHw- 255.00000 1020.00+AHw- 140.00000 560.00 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0016 301-07448 1551.000 Mg +AHw- 24.25000 37611.75+AHw- 19.00000 29469.00+AHw- 25.00000 38775.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0017 304-07493 29.000 Mg +AHw- 92.00000 2668.00+AHw- 157.00000 4553.00+AHw- 170.00000 4930.00 WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- 0018 306-08043 640.000 m2 +AHw- 7.50000 4800.00+AHw- 15.55000 9952.00+AHw- 6.50000 4160.00 MILLING, TRANSITION +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 834,000.00 ROUTE : SR 58 CALL ORDER : 220 CONTRACT ID : R -27561-A COUNTIES : KNOX LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1357381 +AHw-( 2 ) 35-1801998 +AHw-( 3 ) 35-1875662 +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw-CLR, INC. +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-06264 LUMP +AHw- 1725.00000 1725.00+AHw- 2780.00000 2780.00+AHw- 4200.00000 4200.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0020 401-07321 365.000 Mg +AHw- 69.00000 25185.00+AHw- 73.00000 26645.00+AHw- 108.00000 39420.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0021 401-07390 598.000 Mg +AHw- 60.25000 36029.50+AHw- 67.50000 40365.00+AHw- 99.00000 59202.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0022 401-07407 1964.000 Mg +AHw- 58.75000 115385.00+AHw- 60.25000 118331.00+AHw- 85.50000 167922.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0023 402-07433 172.000 Mg +AHw- 72.00000 12384.00+AHw- 81.25000 13975.00+AHw- 128.00000 22016.00 HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0024 402-07438 475.000 Mg +AHw- 60.00000 28500.00+AHw- 72.25000 34318.75+AHw- 101.00000 47975.00 HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0025 406-05520 5.600 Mg +AHw- 310.00000 1736.00+AHw- 280.00000 1568.00+AHw- 290.00000 1624.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0026 603-06060 10.000 m +AHw- 40.00000 400.00+AHw- 100.00000 1000.00+AHw- 50.00000 500.00 FENCE, FARM FIELD, RESET +AHw- +AHw- +AHw- 0027 610-07486 48.000 Mg +AHw- 135.00000 6480.00+AHw- 217.00000 10416.00+AHw- 150.00000 7200.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0028 610-07487 50.000 Mg +AHw- 135.00000 6750.00+AHw- 217.00000 10850.00+AHw- 125.00000 6250.00 HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0029 611-06497 2.000 EACH +AHw- 130.00000 260.00+AHw- 500.00000 1000.00+AHw- 150.00000 300.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0030 615-06490 31.000 EACH +AHw- 130.00000 4030.00+AHw- 115.00000 3565.00+AHw- 150.00000 4650.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0031 615-06505 8.000 EACH +AHw- 545.00000 4360.00+AHw- 495.00000 3960.00+AHw- 650.00000 5200.00 MONUMENT, B +AHw- +AHw- +AHw- 0032 615-06510 1.000 EACH +AHw- 545.00000 545.00+AHw- 1050.00000 1050.00+AHw- 650.00000 650.00 MONUMENT, C +AHw- +AHw- +AHw- 0033 615-06527 1.000 EACH +AHw- 545.00000 545.00+AHw- 550.00000 550.00+AHw- 650.00000 650.00 MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0034 616-02320 129.000 m2 +AHw- 3.15000 406.35+AHw- 9.00000 1161.00+AHw- 3.75000 483.75 GEOTEXTILES +AHw- +AHw- +AHw- 0035 616-06405 61.000 Mg +AHw- 40.50000 2470.50+AHw- 36.00000 2196.00+AHw- 53.00000 3233.00 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0036 621-01004 2.000 EACH +AHw- 760.00000 1520.00+AHw- 768.00000 1536.00+AHw- 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0037 621-06559 16847.000 m2 +AHw- 0.42000 7075.74+AHw- 0.46000 7749.62+AHw- 0.48000 8086.56 MULCHED SEEDING, R +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 834,000.00 ROUTE : SR 58 CALL ORDER : 220 CONTRACT ID : R -27561-A COUNTIES : KNOX LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1357381 +AHw-( 2 ) 35-1801998 +AHw-( 3 ) 35-1875662 +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw-CLR, INC. +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06567 52.000 kL +AHw- 1.00000 52.00+AHw- 1.00000 52.00+AHw- 1.00000 52.00 WATER +AHw- +AHw- +AHw- 0039 621-06575 2843.000 m2 +AHw- 3.75000 10661.25+AHw- 3.60000 10234.80+AHw- 4.20000 11940.60 SODDING, NURSERY +AHw- +AHw- +AHw- 0040 715-03475 1.000 EACH +AHw- 420.00000 420.00+AHw- 450.00000 450.00+AHw- 412.00000 412.00 SAFETY METAL END SECTION, 4:1, 375 mm +AHw- +AHw- +AHw- 0041 715-03476 4.000 EACH +AHw- 880.00000 3520.00+AHw- 913.00000 3652.00+AHw- 750.00000 3000.00 SAFETY METAL END SECTION, 4:1, 600 mm +AHw- +AHw- +AHw- 0042 715-03584 2.000 EACH +AHw- 700.00000 1400.00+AHw- 675.00000 1350.00+AHw- 600.00000 1200.00 SAFETY METAL END SECTION, 4:1, 450 mm +AHw- +AHw- +AHw- 0043 715-05121 30.000 m +AHw- 205.00000 6150.00+AHw- 161.00000 4830.00+AHw- 100.00000 3000.00 PIPE, TYPE 1, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0044 715-05123 35.500 m +AHw- 230.00000 8165.00+AHw- 194.00000 6887.00+AHw- 110.00000 3905.00 PIPE, TYPE 1, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0045 715-05149 71.200 m +AHw- 110.00000 7832.00+AHw- 120.00000 8544.00+AHw- 76.00000 5411.20 PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0046 715-05169 29.000 m +AHw- 202.00000 5858.00+AHw- 105.00000 3045.00+AHw- 99.00000 2871.00 PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0047 715-08305 2.300 Mg +AHw- 255.00000 586.50+AHw- 475.00000 1092.50+AHw- 195.00000 448.50 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0048 715-46000 2.000 EACH +AHw- 400.00000 800.00+AHw- 305.00000 610.00+AHw- 475.00000 950.00 PIPE END SECTION, 300 mm +AHw- +AHw- +AHw- 0049 715-46005 3.000 EACH +AHw- 450.00000 1350.00+AHw- 325.00000 975.00+AHw- 490.00000 1470.00 PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- 0050 720-45075 1.000 EACH +AHw- 1925.00000 1925.00+AHw- 2170.00000 2170.00+AHw- 3400.00000 3400.00 INLET, R13 +AHw- +AHw- +AHw- 0051 720-45270 1.000 EACH +AHw- 1385.00000 1385.00+AHw- 1115.00000 1115.00+AHw- 1600.00000 1600.00 PIPE CATCH BASIN, 450 mm +AHw- +AHw- +AHw- 0052 801-04308 6.000 EACH +AHw- 435.00000 2610.00+AHw- 440.00000 2640.00+AHw- 515.00000 3090.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0053 801-06203 3780.000 m +AHw- 1.05000 3969.00+AHw- 0.92000 3477.60+AHw- 1.20000 4536.00 TEMPORARY PAVEMENT MARKING, 100 mm +AHw- +AHw- +AHw- 0054 801-06207 3000.000 m +AHw- 3.30000 9900.00+AHw- 3.00000 9000.00+AHw- 3.90000 11700.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 100 mm +AHw- +AHw- +AHw- 0055 801-06625 46.000 EACH +AHw- 140.00000 6440.00+AHw- 140.00000 6440.00+AHw- 165.00000 7590.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0056 801-06640 49.000 EACH +AHw- 150.00000 7350.00+AHw- 150.00000 7350.00+AHw- 175.00000 8575.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 834,000.00 ROUTE : SR 58 CALL ORDER : 220 CONTRACT ID : R -27561-A COUNTIES : KNOX LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1357381 +AHw-( 2 ) 35-1801998 +AHw-( 3 ) 35-1875662 +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw-CLR, INC. +AHw-CRIDER +ACY- CRIDER, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06775 LUMP +AHw- 35000.00000 35000.00+AHw- 29150.00000 29150.00+AHw- 22600.00000 22600.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0058 801-07119 60.000 m +AHw- 106.00000 6360.00+AHw- 105.00000 6300.00+AHw- 125.00000 7500.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0059 801-97643 108.000 m +AHw- 27.00000 2916.00+AHw- 25.40000 2743.20+AHw- 33.00000 3564.00 TEMPORARY BUZZ STRIPS +AHw- +AHw- +AHw- 0060 802-05701 28.000 m +AHw- 40.00000 1120.00+AHw- 40.00000 1120.00+AHw- 47.00000 1316.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0061 802-05702 96.000 m +AHw- 39.75000 3816.00+AHw- 40.00000 3840.00+AHw- 47.00000 4512.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0062 802-76025 2.000 m2 +AHw- 215.00000 430.00+AHw- 215.00000 430.00+AHw- 250.00000 500.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0063 802-76035 8.300 m2 +AHw- 235.00000 1950.50+AHw- 240.00000 1992.00+AHw- 280.00000 2324.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND 2.54 mm THICKNESS +AHw- +AHw- +AHw- 0064 802-76045 1.300 m2 +AHw- 260.00000 338.00+AHw- 775.00000 1007.50+AHw- 307.00000 399.10 SIGN, SHEET ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 3.18 mm THICKNESS +AHw- +AHw- +AHw- 0065 808-06703 1287.000 m +AHw- 1.40000 1801.80+AHw- 1.43000 1840.41+AHw- 1.65000 2123.55 LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0066 808-75245 1972.000 m +AHw- 1.40000 2760.80+AHw- 1.43000 2819.96+AHw- 1.65000 3253.80 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0067 808-75256 43.000 m +AHw- 2.95000 126.85+AHw- 2.95000 126.85+AHw- 3.45000 148.35 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, WHITE, CROSSHATCH LINE, 200 mm +AHw- +AHw- +AHw- 0068 808-75278 6.300 m +AHw- 10.70000 67.41+AHw- 10.80000 68.04+AHw- 12.65000 79.70 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 300 mm +AHw- +AHw- +AHw- 0069 808-75297 18.000 m +AHw- 21.35000 384.30+AHw- 21.55000 387.90+AHw- 25.00000 450.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0070 808-75998 51.000 EACH +AHw- 61.00000 3111.00+AHw- 45.00000 2295.00+AHw- 54.00000 2754.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 758,823.00+AHw- +ACQ- 777,097.09+AHw- +ACQ- 834,564.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 758,823.00+AHw- +ACQ- 777,097.09+AHw- +ACQ- 834,564.51 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 07/15/08 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : S8500025 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH +ACY- KELLY INC +ACQ- 3,962,333.84 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 4,147,000.00 104.6605+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 40000.00000 40000.00+AHw- 118993.32000 118993.32+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 18.000 MOS +AHw- 1500.00000 27000.00+AHw- 1500.00000 27000.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08441 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, PCCP +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 189000.00000 189000.00+AHw- 160000.00000 160000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 201-52370 LUMP +AHw- 165000.00000 165000.00+AHw- 85000.00000 85000.00+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0008 202-02240 14639.000 SYS +AHw- 3.50000 51236.50+AHw- 4.00000 58556.00+AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0009 202-78515 LUMP +AHw- 2000.00000 2000.00+AHw- 1500.00000 1500.00+AHw- TRAFFIC SIGNAL EQUIPMENT, REMOVE +AHw- +AHw- +AHw- 0010 203-02000 17595.000 CYS +AHw- 10.00000 175950.00+AHw- 11.25000 197943.75+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0011 205-06933 3.000 EACH +AHw- 155.00000 465.00+AHw- 100.00000 300.00+AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0012 205-06934 11.000 TON +AHw- 435.00000 4785.00+AHw- 435.00000 4785.00+AHw- TEMPORARY MULCHING +AHw- +AHw- +AHw- 0013 205-06937 8931.000 LFT +AHw- 2.00000 17862.00+AHw- 1.48000 13217.88+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0014 207-08268 24243.000 SYS +AHw- 7.50000 181822.50+AHw- 10.00000 242430.00+AHw- SUBGRADE TREATMENT, TYPE IV , MODIFIED +AHw- +AHw- +AHw- 0015 210-07314 5522.000 LFT +AHw- 69.50000 383779.00+AHw- 72.00000 397584.00+AHw- FORCE MAIN , 18-INCHES +AHw- +AHw- +AHw- 0016 211-02050 3988.000 CYS +AHw- 2.00000 7976.00+AHw- 0.01000 39.88+AHw- B BORROW +AHw- +AHw- +AHw- 0017 211-07454 3913.000 CYS +AHw- 2.00000 7826.00+AHw- 0.01000 39.13+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0018 213-08058 600.000 CYS +AHw- 65.10000 39060.00+AHw- 52.00000 31200.00+AHw- FLOWABLE BACKFILL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 1122.000 TON +AHw- 30.00000 33660.00+AHw- 25.00000 28050.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0020 302-07455 4035.000 CYS +AHw- 43.00000 173505.00+AHw- 35.00000 141225.00+AHw- DENSE GRADED SUBBASE +AHw- +AHw- +AHw- 0021 304-07493 11.000 TON +AHw- 125.00000 1375.00+AHw- 125.00000 1375.00+AHw- WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- 0022 306-08034 95.000 SYS +AHw- 20.00000 1900.00+AHw- 11.00000 1045.00+AHw- MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0023 402-07433 8.000 TON +AHw- 150.00000 1200.00+AHw- 83.00000 664.00+AHw- HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0024 406-05521 144.000 SYS +AHw- 0.01000 1.44+AHw- 0.01000 1.44+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0025 501-09107 19193.000 SYS +AHw- 32.00000 614176.00+AHw- 38.51000 739122.43+AHw- QC/QA-PCCP, 9 IN. +AHw- +AHw- +AHw- 0026 503-03489 105.000 EACH +AHw- 32.00000 3360.00+AHw- 15.00000 1575.00+AHw- RETROFITTED TIE BARS +AHw- +AHw- +AHw- 0027 503-05240 10216.000 LFT +AHw- 14.00000 143024.00+AHw- 14.00000 143024.00+AHw- D-1 CONTRACTION JOINT +AHw- +AHw- +AHw- 0028 604-05250 4527.000 LFT +AHw- 0.25000 1131.75+AHw- 0.01000 45.27+AHw- PREFORMED JOINT MATERIAL, 1/2 IN. +AHw- +AHw- +AHw- 0029 604-07897 16.000 SYS +AHw- 140.00000 2240.00+AHw- 130.00000 2080.00+AHw- CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0030 604-07900 63.000 SYS +AHw- 140.00000 8820.00+AHw- 130.00000 8190.00+AHw- CURB RAMP, CONCRETE, F , MODIFIED +AHw- +AHw- +AHw- 0031 604-07901 39.000 SYS +AHw- 140.00000 5460.00+AHw- 130.00000 5070.00+AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0032 604-07902 62.000 SYS +AHw- 140.00000 8680.00+AHw- 130.00000 8060.00+AHw- CURB RAMP, CONCRETE, H +AHw- +AHw- +AHw- 0033 604-91531 4345.000 SYS +AHw- 30.00000 130350.00+AHw- 33.00000 143385.00+AHw- SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0034 605-06090 6190.000 LFT +AHw- 7.00000 43330.00+AHw- 11.50000 71185.00+AHw- CURB, INTEGRAL, CONCRETE +AHw- +AHw- +AHw- 0035 605-94811 10.000 EACH +AHw- 500.00000 5000.00+AHw- 575.00000 5750.00+AHw- CURB TURNOUT +AHw- +AHw- +AHw- 0036 610-08446 2961.000 SYS +AHw- 50.00000 148050.00+AHw- 37.00000 109557.00+AHw- PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0037 610-08462 404.000 SYS +AHw- 62.00000 25048.00+AHw- 44.00000 17776.00+AHw- PCCP FOR APPROACHES, 8 IN. +AHw- +AHw- +AHw- 0038 610-09108 1005.000 SYS +AHw- 69.00000 69345.00+AHw- 55.00000 55275.00+AHw- PCCP FOR APPROACHES, 9 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 611-06497 44.000 EACH +AHw- 125.00000 5500.00+AHw- 125.00000 5500.00+AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0040 611-06498 4.000 EACH +AHw- 165.00000 660.00+AHw- 165.00000 660.00+AHw- MAILBOX ASSEMBLY, DOUBLE +AHw- +AHw- +AHw- 0041 615-06515 16.000 EACH +AHw- 155.00000 2480.00+AHw- 155.00000 2480.00+AHw- MONUMENT, D +AHw- +AHw- +AHw- 0042 615-06527 1.000 EACH +AHw- 365.00000 365.00+AHw- 365.00000 365.00+AHw- MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0043 616-02320 84.000 SYS +AHw- 26.75000 2247.00+AHw- 9.80000 823.20+AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0044 616-05689 90.000 TON +AHw- 71.41000 6426.90+AHw- 60.00000 5400.00+AHw- RIPRAP, CLASS 2 +AHw- +AHw- +AHw- 0046 621-01004 2.000 EACH +AHw- 150.00000 300.00+AHw- 425.00000 850.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0047 621-06545 2.000 TON +AHw- 695.00000 1390.00+AHw- 777.00000 1554.00+AHw- FERTILIZER +AHw- +AHw- +AHw- 0048 621-06554 328.000 LBS +AHw- 6.00000 1968.00+AHw- 4.70000 1541.60+AHw- SEED MIXTURE, U +AHw- +AHw- +AHw- 0049 621-06557 633.000 LBS +AHw- 4.00000 2532.00+AHw- 3.18000 2012.94+AHw- SEED MIXTURE, T +AHw- +AHw- +AHw- 0050 621-06565 5.000 TON +AHw- 1900.00000 9500.00+AHw- 595.00000 2975.00+AHw- MULCHING MATERIAL +AHw- +AHw- +AHw- 0051 621-06567 1100.000 kGAL +AHw- 7.95000 8745.00+AHw- 2.50000 2750.00+AHw- WATER +AHw- +AHw- +AHw- 0052 621-06570 1217.000 CYS +AHw- 18.00000 21906.00+AHw- 44.23000 53827.91+AHw- TOP SOIL +AHw- +AHw- +AHw- 0053 621-06575 9840.000 SYS +AHw- 3.30000 32472.00+AHw- 2.96000 29126.40+AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0054 621-08161 94.000 SYS +AHw- 10.00000 940.00+AHw- 12.65000 1189.10+AHw- PERMANENT TURF REINFORCEMENT MAT +AHw- +AHw- +AHw- 0055 622-05651 20.000 EACH +AHw- 400.00000 8000.00+AHw- 560.00000 11200.00+AHw- PLANT, DECIDUOUS TREE, SINGLE STEM, +AHw- +AHw- +AHw- OVER 2.5 TO 3.5 IN. , AMUR MAPLE +AHw- +AHw- +AHw- 0056 622-05651 20.000 EACH +AHw- 400.00000 8000.00+AHw- 505.00000 10100.00+AHw- PLANT, DECIDUOUS TREE, SINGLE STEM, +AHw- +AHw- +AHw- OVER 2.5 TO 3.5 IN. , CALLER PEAR, NOT +AHw- +AHw- +AHw- BRADFORD +AHw- +AHw- +AHw- 0057 622-05651 20.000 EACH +AHw- 400.00000 8000.00+AHw- 595.00000 11900.00+AHw- PLANT, DECIDUOUS TREE, SINGLE STEM, +AHw- +AHw- +AHw- OVER 2.5 TO 3.5 IN. , HAWTHORN +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 622-05651 20.000 EACH +AHw- 400.00000 8000.00+AHw- 560.00000 11200.00+AHw- PLANT, DECIDUOUS TREE, SINGLE STEM, +AHw- +AHw- +AHw- OVER 2.5 TO 3.5 IN. , TATARIAN MAPLE +AHw- +AHw- +AHw- 0059 715-05024 1570.000 LFT +AHw- 54.68000 85847.60+AHw- 63.00000 98910.00+AHw- PIPE, TYPE 2, CIRCULAR, 36 IN. +AHw- +AHw- +AHw- 0060 715-05149 1846.000 LFT +AHw- 26.86000 49583.56+AHw- 30.00000 55380.00+AHw- PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0061 715-05151 192.000 LFT +AHw- 33.00000 6336.00+AHw- 35.00000 6720.00+AHw- PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0062 715-05152 426.000 LFT +AHw- 32.54000 13862.04+AHw- 39.00000 16614.00+AHw- PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0063 715-05154 784.000 LFT +AHw- 32.35000 25362.40+AHw- 45.50000 35672.00+AHw- PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0064 715-05156 1293.000 LFT +AHw- 39.50000 51073.50+AHw- 54.00000 69822.00+AHw- PIPE, TYPE 2, CIRCULAR, 30 IN. +AHw- +AHw- +AHw- 0065 715-05161 874.000 LFT +AHw- 78.15000 68303.10+AHw- 85.00000 74290.00+AHw- PIPE, TYPE 2, CIRCULAR, 48 IN. +AHw- +AHw- +AHw- 0066 715-05408 600.000 LFT +AHw- 32.90000 19740.00+AHw- 41.00000 24600.00+AHw- PIPE, SANITARY SEWER, 8 IN. +AHw- +AHw- +AHw- 0067 715-05409 100.000 LFT +AHw- 45.60000 4560.00+AHw- 52.00000 5200.00+AHw- PIPE, SANITARY SEWER, 10 IN. +AHw- +AHw- +AHw- 0068 715-06004 1.000 EACH +AHw- 1744.00000 1744.00+AHw- 2150.00000 2150.00+AHw- CONCRETE ANCHOR, 48 IN. +AHw- +AHw- +AHw- 0069 720-09109 4.000 EACH +AHw- 9504.00000 38016.00+AHw- 17545.00000 70180.00+AHw- COMBINATION , AIR VALVE STRUCTURE, +AHw- +AHw- +AHw- W/CASTING +AHw- +AHw- +AHw- 0070 720-44000 10.000 EACH +AHw- 505.23000 5052.30+AHw- 518.65000 5186.50+AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0071 720-45045 28.000 EACH +AHw- 1214.00000 33992.00+AHw- 1330.00000 37240.00+AHw- INLET, J10 +AHw- +AHw- +AHw- 0072 720-45055 28.000 EACH +AHw- 1214.00000 33992.00+AHw- 1330.00000 37240.00+AHw- INLET, M10 +AHw- +AHw- +AHw- 0073 720-45260 2.000 EACH +AHw- 1004.00000 2008.00+AHw- 950.00000 1900.00+AHw- PIPE CATCH BASIN, 12 IN. +AHw- +AHw- +AHw- 0074 720-45410 13.000 EACH +AHw- 1853.00000 24089.00+AHw- 1450.00000 18850.00+AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0075 720-45605 13.000 LFT +AHw- 1874.00000 24362.00+AHw- 200.00000 2600.00+AHw- STRUCTURE, MANHOLE, RECONSTRUCT +AHw- +AHw- +AHw- 0076 720-94602 3.000 EACH +AHw- 3934.00000 11802.00+AHw- 4050.00000 12150.00+AHw- MANHOLE, K4, DROP +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 720-94612 4.000 EACH +AHw- 3925.00000 15700.00+AHw- 3330.00000 13320.00+AHw- MANHOLE, K4 +AHw- +AHw- +AHw- 0078 720-95422 25.000 EACH +AHw- 2216.00000 55400.00+AHw- 2080.00000 52000.00+AHw- MANHOLE, J4 +AHw- +AHw- +AHw- 0079 720-98174 4.000 EACH +AHw- 1788.00000 7152.00+AHw- 1940.00000 7760.00+AHw- INLET, B15 +AHw- +AHw- +AHw- 0080 720-98555 6.000 EACH +AHw- 1741.00000 10446.00+AHw- 1950.00000 11700.00+AHw- INLET, C15 +AHw- +AHw- +AHw- 0081 732-08419 159.000 SYS +AHw- 140.00000 22260.00+AHw- 90.00000 14310.00+AHw- MODULAR BLOCK WALL +AHw- +AHw- +AHw- 0082 732-08421 159.000 SYS +AHw- 250.00000 39750.00+AHw- 250.00000 39750.00+AHw- MODULAR BLOCK WALL ERECTION +AHw- +AHw- +AHw- 0083 801-02595 4.000 EACH +AHw- 100.00000 400.00+AHw- 300.00000 1200.00+AHw- CONTROLLER, RESET TIMING +AHw- +AHw- +AHw- 0084 801-04308 8.000 EACH +AHw- 375.00000 3000.00+AHw- 375.00000 3000.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0085 801-06203 24000.000 LFT +AHw- 0.05000 1200.00+AHw- 0.25000 6000.00+AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0086 801-06207 10000.000 LFT +AHw- 0.90000 9000.00+AHw- 0.90000 9000.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0087 801-06216 300.000 LFT +AHw- 0.25000 75.00+AHw- 2.50000 750.00+AHw- TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0088 801-06625 24.000 EACH +AHw- 118.00000 2832.00+AHw- 118.00000 2832.00+AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0089 801-06640 16.000 EACH +AHw- 245.00000 3920.00+AHw- 245.00000 3920.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0090 801-06645 2.000 EACH +AHw- 55.00000 110.00+AHw- 55.00000 110.00+AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0091 801-06775 LUMP +AHw- 32300.00000 32300.00+AHw- 30000.00000 30000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0092 801-07119 64.000 LFT +AHw- 17.50000 1120.00+AHw- 17.50000 1120.00+AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0093 801-94295 18.000 EACH +AHw- 150.00000 2700.00+AHw- 140.00000 2520.00+AHw- SIGNAL HEAD, RELOCATE +AHw- +AHw- +AHw- 0094 802-05701 344.500 LFT +AHw- 14.00000 4823.00+AHw- 10.00000 3445.00+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 802-07060 1.000 EACH +AHw- 60.00000 60.00+AHw- 400.00000 400.00+AHw- SIGN, SHEET, RELOCATE +AHw- +AHw- +AHw- 0096 802-76025 145.250 SFT +AHw- 11.00000 1597.75+AHw- 14.00000 2033.50+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0097 802-76035 147.000 SFT +AHw- 15.00000 2205.00+AHw- 12.00000 1764.00+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0098 802-76045 74.250 SFT +AHw- 15.00000 1113.75+AHw- 18.00000 1336.50+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.125 IN. THICKNESS +AHw- +AHw- +AHw- 0099 802-93494 55.000 LFT +AHw- 15.00000 825.00+AHw- 15.00000 825.00+AHw- POST, ROUND, GALVANIZED +AHw- +AHw- +AHw- 0100 802-97812 10.000 EACH +AHw- 60.00000 600.00+AHw- 60.00000 600.00+AHw- STREET NAME IDENTIFICATION SIGN +AHw- +AHw- +AHw- 0101 805-01816 4.000 EACH +AHw- 500.00000 2000.00+AHw- 1025.00000 4100.00+AHw- SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT +AHw- +AHw- +AHw- X 8FT. +AHw- +AHw- +AHw- 0102 805-01842 7.000 EACH +AHw- 750.00000 5250.00+AHw- 940.00000 6580.00+AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0103 805-02069 3.000 EACH +AHw- 3500.00000 10500.00+AHw- 3100.00000 9300.00+AHw- SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM +AHw- +AHw- +AHw- 0104 805-02072 2.000 EACH +AHw- 3500.00000 7000.00+AHw- 3250.00000 6500.00+AHw- SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM +AHw- +AHw- +AHw- 0105 805-02087 LUMP +AHw- 2500.00000 2500.00+AHw- 280.00000 280.00+AHw- TRANSPORTATION OF SALVAGEABLE SIGNAL +AHw- +AHw- +AHw- EQUIPMENT +AHw- +AHw- +AHw- 0106 805-02152 14.000 EACH +AHw- 560.00000 7840.00+AHw- 600.00000 8400.00+AHw- PEDESTRIAN SIGNAL HEAD WITH +AHw- +AHw- +AHw- INTERNATIONAL SYMBOLS, 18 IN. +AHw- +AHw- +AHw- 0107 805-02426 2665.000 LFT +AHw- 14.00000 37310.00+AHw- 5.90000 15723.50+AHw- WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, +AHw- +AHw- +AHw- IN CONDUIT, 4 1C +AHw- +AHw- +AHw- 0108 805-04133 3.000 EACH +AHw- 750.00000 2250.00+AHw- 575.00000 1725.00+AHw- SIGNAL PEDESTAL, 12 FT. +AHw- +AHw- +AHw- 0109 805-05698 3.000 EACH +AHw- 800.00000 2400.00+AHw- 920.00000 2760.00+AHw- SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. +AHw- +AHw- +AHw- X 2FT. 6 IN. X 7 FT. +AHw- +AHw- +AHw- 0110 805-06362 2.000 EACH +AHw- 4300.00000 8600.00+AHw- 4700.00000 9400.00+AHw- SIGNAL AND LIGHTING COMBINATION POLE , +AHw- +AHw- +AHw- 30 FT SIGNAL ARM, 15 FT, LUMINAIRE ARM +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 805-06592 1485.000 LFT +AHw- 12.00000 17820.00+AHw- 12.00000 17820.00+AHw- CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0112 805-78060 1.000 EACH +AHw- 11700.00000 11700.00+AHw- 12300.00000 12300.00+AHw- CONTROLLER AND CABINET, MENU DRIVEN, 4 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0113 805-78100 1.000 EACH +AHw- 11700.00000 11700.00+AHw- 12800.00000 12800.00+AHw- CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0114 805-78205 13.000 EACH +AHw- 800.00000 10400.00+AHw- 930.00000 12090.00+AHw- TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0115 805-78230 1.000 EACH +AHw- 1200.00000 1200.00+AHw- 1400.00000 1400.00+AHw- TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0116 805-78370 14.000 EACH +AHw- 100.00000 1400.00+AHw- 125.00000 1750.00+AHw- PEDESTRIAN PUSH BUTTON +AHw- +AHw- +AHw- 0117 805-78445 2.000 EACH +AHw- 1700.00000 3400.00+AHw- 680.00000 1360.00+AHw- SIGNAL SERVICE +AHw- +AHw- +AHw- 0118 805-78467 120.000 LFT +AHw- 2.00000 240.00+AHw- 1.80000 216.00+AHw- SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0119 805-78470 6500.000 LFT +AHw- 0.25000 1625.00+AHw- 0.13000 845.00+AHw- SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0120 805-78480 1110.000 LFT +AHw- 0.50000 555.00+AHw- 1.15000 1276.50+AHw- SIGNAL CABLE, 3C 14GA. +AHw- +AHw- +AHw- 0121 805-78485 1965.000 LFT +AHw- 1.00000 1965.00+AHw- 1.30000 2554.50+AHw- SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0122 805-78490 710.000 LFT +AHw- 1.00000 710.00+AHw- 1.30000 923.00+AHw- SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0123 805-78510 1500.000 LFT +AHw- 0.50000 750.00+AHw- 1.15000 1725.00+AHw- SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0124 805-78785 11.000 EACH +AHw- 550.00000 6050.00+AHw- 590.00000 6490.00+AHw- SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0125 805-78795 1940.000 LFT +AHw- 8.50000 16490.00+AHw- 7.10000 13774.00+AHw- SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0126 805-78900 3.000 EACH +AHw- 2000.00000 6000.00+AHw- 410.00000 1230.00+AHw- PEDESTAL FOUNDATION, A +AHw- +AHw- +AHw- 0127 805-78925 1.000 EACH +AHw- 2000.00000 2000.00+AHw- 870.00000 870.00+AHw- CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0128 805-78930 1.000 EACH +AHw- 3500.00000 3500.00+AHw- 800.00000 800.00+AHw- CONTROLLER CABINET FOUNDATION, M +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 805-92504 6.000 EACH +AHw- 380.00000 2280.00+AHw- 315.00000 1890.00+AHw- LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0130 805-95889 3000.000 LFT +AHw- 1.00000 3000.00+AHw- 0.85000 2550.00+AHw- WIRE, NO. 10 COPPER, 1C +AHw- +AHw- +AHw- 0131 807-01878 20.000 EACH +AHw- 400.00000 8000.00+AHw- 225.00000 4500.00+AHw- LUMINAIRE, ROADWAY, HIGH PRESSURE +AHw- +AHw- +AHw- SODIUM, 250 WATT +AHw- +AHw- +AHw- 0132 807-02191 1.000 EACH +AHw- 750.00000 750.00+AHw- 940.00000 940.00+AHw- HANDHOLE, LIGHTING +AHw- +AHw- +AHw- 0133 807-02193 18.000 EACH +AHw- 750.00000 13500.00+AHw- 780.00000 14040.00+AHw- LIGHT STANDARD FOUNDATION, 3 FT. DIA. X +AHw- +AHw- +AHw- 8 FT. +AHw- +AHw- +AHw- 0134 807-07580 7592.000 LFT +AHw- 7.75000 58838.00+AHw- 6.00000 45552.00+AHw- WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN +AHw- +AHw- +AHw- TRENCH, 4 1/C +AHw- +AHw- +AHw- 0135 807-08214 2180.000 LFT +AHw- 4.30000 9374.00+AHw- 3.35000 7303.00+AHw- CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR +AHw- +AHw- +AHw- ELECTRIC +AHw- +AHw- +AHw- 0136 807-83658 18.000 EACH +AHw- 1100.00000 19800.00+AHw- 1600.00000 28800.00+AHw- LIGHT POLE, 36 FT. E.M.H., 15.0 FT. +AHw- +AHw- +AHw- MAST ARM, ANCHOR BASE +AHw- +AHw- +AHw- 0137 807-86810 1.000 EACH +AHw- 3500.00000 3500.00+AHw- 3600.00000 3600.00+AHw- SERVICE POINT, II +AHw- +AHw- +AHw- 0138 807-86910 20.000 EACH +AHw- 12.00000 240.00+AHw- 43.00000 860.00+AHw- CONNECTOR KIT, UNFUSED +AHw- +AHw- +AHw- 0139 807-86915 4.000 EACH +AHw- 52.00000 208.00+AHw- 45.00000 180.00+AHw- CONNECTOR KIT, FUSED +AHw- +AHw- +AHw- 0140 807-86920 48.000 EACH +AHw- 12.00000 576.00+AHw- 13.00000 624.00+AHw- MULTIPLE COMPRESSION FITTING, +AHw- +AHw- +AHw- NON-WATERPROOFED +AHw- +AHw- +AHw- 0141 807-86925 4.000 EACH +AHw- 12.00000 48.00+AHw- 17.00000 68.00+AHw- MULTIPLE COMPRESSION FITTING, +AHw- +AHw- +AHw- WATERPROOFED +AHw- +AHw- +AHw- 0142 807-86930 44.000 EACH +AHw- 12.00000 528.00+AHw- 6.00000 264.00+AHw- INSULATION LINK, NONWATERPROOFED +AHw- +AHw- +AHw- 0143 807-86935 8.000 EACH +AHw- 12.00000 96.00+AHw- 9.00000 72.00+AHw- INSULATION LINK, WATERPROOFED +AHw- +AHw- +AHw- 0144 807-86950 20.000 EACH +AHw- 5.00000 100.00+AHw- 65.00000 1300.00+AHw- SIGN, UNDERPASS, AND ROADWAY LIGHTING +AHw- +AHw- +AHw- LOCATION IDENTIFICATION +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQ- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 807-86955 11.000 EACH +AHw- 95.00000 1045.00+AHw- 100.00000 1100.00+AHw- CABLE DUCT MARKER +AHw- +AHw- +AHw- 0146 808-03179 22.000 EACH +AHw- 155.00000 3410.00+AHw- 155.00000 3410.00+AHw- PAVEMENT MESSAGE MARKINGS, PREFORMED +AHw- +AHw- +AHw- PLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0147 808-06701 110.000 LFT +AHw- 1.00000 110.00+AHw- 1.00000 110.00+AHw- LINE, THERMOPLASTIC, BROKEN, WHITE, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0148 808-06703 98.000 LFT +AHw- 1.00000 98.00+AHw- 1.00000 98.00+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0149 808-06716 6000.000 LFT +AHw- 0.45000 2700.00+AHw- 0.45000 2700.00+AHw- LINE, REMOVE +AHw- +AHw- +AHw- 0150 808-08258 1250.000 LFT +AHw- 3.10000 3875.00+AHw- 3.10000 3875.00+AHw- TRANSVERSE MARKINGS , PREFORMED PLASTIC +AHw- +AHw- +AHw- CROSSWALK +AHw- +AHw- +AHw- 0151 808-75051 8342.000 LFT +AHw- 1.55000 12930.10+AHw- 1.55000 12930.10+AHw- LINE, PREFORMED PLASTIC, SOLID, WHITE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0152 808-75054 8868.000 LFT +AHw- 1.55000 13745.40+AHw- 1.55000 13745.40+AHw- LINE, PREFORMED PLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0153 808-75063 1793.000 LFT +AHw- 1.55000 2779.15+AHw- 1.55000 2779.15+AHw- LINE, PREFORMED PLASTIC, BROKEN, YELLOW +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0154 808-75067 237.000 LFT +AHw- 9.30000 2204.10+AHw- 9.30000 2204.10+AHw- TRANSVERSE MARKINGS, PREFORMED PLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0155 808-75071 25.000 EACH +AHw- 225.00000 5625.00+AHw- 225.00000 5625.00+AHw- PAVEMENT MESSAGE MARKINGS, PREFORMED +AHw- +AHw- +AHw- PLASTIC LANE INDICATION ARROW +AHw- +AHw- +AHw- 0156 808-75245 195.000 LFT +AHw- 1.00000 195.00+AHw- 1.00000 195.00+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0157 808-75278 120.000 LFT +AHw- 3.00000 360.00+AHw- 3.00000 360.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0158 808-75320 2.000 EACH +AHw- 100.00000 200.00+AHw- 100.00000 200.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 240 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 5,730,000.00 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27732-A COUNTIES : ST. JOSEPH LETTING DATE : 04/18/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1120685 +AHw-( 2 ) 35-0918397 +AHw-( ) +AHw-WALSH +ACY- KELLY INC +AHw-RIETH RILEY CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 808-75325 1.000 EACH +AHw- 150.00000 150.00+AHw- 150.00000 150.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0160 808-92027 540.000 LFT +AHw- 2.00000 1080.00+AHw- 2.00000 1080.00+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 8 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0161 718-04986 4.000 EACH +AHw- 7892.00000 31568.00+AHw- 13600.00000 54400.00+AHw- CLEANOUT , STRUCTURE, WITH CASTING +AHw- +AHw- +AHw- 0162 715-07556 LUMP +AHw- 4650.00000 4650.00+AHw- 2000.00000 2000.00+AHw- FORCE MAIN , SYSTEM, APPROVAL AND +AHw- +AHw- +AHw- SYSTEM TESTING +AHw- +AHw- +AHw- 0163 732-04776 4.000 EACH +AHw- 1296.00000 5184.00+AHw- 1450.00000 5800.00+AHw- BEND , 22.5 DEGREE, 18 INCHES +AHw- +AHw- +AHw- 0164 732-04776 4.000 EACH +AHw- 1316.00000 5264.00+AHw- 1450.00000 5800.00+AHw- BEND , 45 DEGREE, 18 INCHES +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 3,962,333.84+AHw- +ACQ- 4,147,000.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 3,962,333.84+AHw- +ACQ- 4,147,000.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -1 VENDOR RANKING CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : 66 CONTRACT TIME : 11/01/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0312025 0312025 SET-ASIDE : Standard ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E +ACY- B PAVING INC +ACQ- 1,280,000.00 100.0000+ACU- 2 35-1009310 DEIG BROTHERS LUMBER +ACY- CONSTR +ACQ- 1,281,587.27 100.1240+ACU- 3 35-1057095 BLANKENBERGER BROTHERS +ACQ- 1,374,700.00 107.3984+ACU- 4 35-0626844 J.H. RUDOLPH +ACY- COMPANY +ACQ- 1,409,265.87 110.0989+ACU- 5 35-2040801 GOHMANN ASPHALT +ACY- CONSTRUCTION, INC. +ACQ- 1,431,000.00 111.7969+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1009310 +AHw-( 3 ) 35-1057095 +AHw-E +ACY- B PAVING INC +AHw-DEIG BROTHERS LUMBER +ACY- CONST +AHw-BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 23600.00000 23600.00+AHw- 30000.00000 30000.00+AHw- 38000.00000 38000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 8.000 MOS +AHw- 2200.00000 17600.00+AHw- 2150.00000 17200.00+AHw- 2000.00000 16000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 1.000 EACH +AHw- 165.00000 165.00+AHw- 165.00000 165.00+AHw- 275.00000 275.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 8.000 MOS +AHw- 172.00000 1376.00+AHw- 115.00000 920.00+AHw- 111.00000 888.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0007 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0008 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0009 110-01001 LUMP +AHw- 64000.00000 64000.00+AHw- 64000.00000 64000.00+AHw- 67500.00000 67500.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0010 201-52370 LUMP +AHw- 30000.00000 30000.00+AHw- 25650.00000 25650.00+AHw- 72000.00000 72000.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0011 202-04089 4.000 EACH +AHw- 132.24000 528.96+AHw- 120.00000 480.00+AHw- 90.00000 360.00 SIGN, SHEET, REMOVE +AHw- +AHw- +AHw- 0012 202-93999 2.000 EACH +AHw- 1200.00000 2400.00+AHw- 590.00000 1180.00+AHw- 1500.00000 3000.00 SIGNAL POLE, REMOVE +AHw- +AHw- +AHw- 0013 203-02000 3770.000 m3 +AHw- 16.50000 62205.00+AHw- 16.75000 63147.50+AHw- 17.00000 64090.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0014 203-02070 4543.000 m3 +AHw- 12.50000 56787.50+AHw- 12.50000 56787.50+AHw- 25.00000 113575.00 BORROW +AHw- +AHw- +AHw- 0015 205-06931 39.000 Mg +AHw- 53.75000 2096.25+AHw- 52.50000 2047.50+AHw- 45.00000 1755.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0016 205-06932 125.800 m +AHw- 9.90000 1245.42+AHw- 10.75000 1352.35+AHw- 10.50000 1320.90 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0017 205-06933 8.000 EACH +AHw- 80.00000 640.00+AHw- 86.00000 688.00+AHw- 85.00000 680.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0018 205-06937 774.800 m +AHw- 4.10000 3176.68+AHw- 4.50000 3486.60+AHw- 4.50000 3486.60 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1009310 +AHw-( 3 ) 35-1057095 +AHw-E +ACY- B PAVING INC +AHw-DEIG BROTHERS LUMBER +ACY- CONST +AHw-BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08263 9076.000 m2 +AHw- 9.00000 81684.00+AHw- 9.75000 88491.00+AHw- 7.60000 68977.60 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0020 211-07454 624.000 m3 +AHw- 37.25000 23244.00+AHw- 37.00000 23088.00+AHw- 33.00000 20592.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0021 213-08058 132.500 m3 +AHw- 130.00000 17225.00+AHw- 130.00000 17225.00+AHw- 135.00000 17887.50 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0022 301-07448 2489.000 Mg +AHw- 28.50000 70936.50+AHw- 24.00000 59736.00+AHw- 31.00000 77159.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0023 306-08036 5172.000 m2 +AHw- 2.50000 12930.00+AHw- 2.00000 10344.00+AHw- 2.00000 10344.00 MILLING, ASPHALT, 50 mm +AHw- +AHw- +AHw- 0024 306-08043 555.000 m2 +AHw- 5.50000 3052.50+AHw- 8.00000 4440.00+AHw- 2.85000 1581.75 MILLING, TRANSITION +AHw- +AHw- +AHw- 0025 401-07334 1286.000 Mg +AHw- 87.00000 111882.00+AHw- 89.25000 114775.50+AHw- 88.00000 113168.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0026 401-07403 1903.000 Mg +AHw- 64.00000 121792.00+AHw- 78.50000 149385.50+AHw- 77.00000 146531.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0027 401-07408 3767.000 Mg +AHw- 64.00000 241088.00+AHw- 62.50000 235437.50+AHw- 61.00000 229787.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0028 406-05520 12.100 Mg +AHw- 365.00000 4416.50+AHw- 355.00000 4295.50+AHw- 350.00000 4235.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0029 610-07486 162.000 Mg +AHw- 113.00000 18306.00+AHw- 97.00000 15714.00+AHw- 95.00000 15390.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0030 611-06497 6.000 EACH +AHw- 175.00000 1050.00+AHw- 124.00000 744.00+AHw- 125.00000 750.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0031 615-06490 20.000 EACH +AHw- 145.00000 2900.00+AHw- 124.00000 2480.00+AHw- 125.00000 2500.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0032 615-06505 3.000 EACH +AHw- 575.00000 1725.00+AHw- 535.00000 1605.00+AHw- 530.00000 1590.00 MONUMENT, B +AHw- +AHw- +AHw- 0033 615-06510 1.000 EACH +AHw- 475.00000 475.00+AHw- 535.00000 535.00+AHw- 530.00000 530.00 MONUMENT, C +AHw- +AHw- +AHw- 0034 616-02320 4.300 m2 +AHw- 15.00000 64.50+AHw- 5.25000 22.58+AHw- 5.00000 21.50 GEOTEXTILES +AHw- +AHw- +AHw- 0035 616-06451 4.300 Mg +AHw- 100.00000 430.00+AHw- 45.50000 195.65+AHw- 65.00000 279.50 RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0036 621-01004 4.000 EACH +AHw- 690.00000 2760.00+AHw- 745.00000 2980.00+AHw- 725.00000 2900.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0037 621-06545 2.200 Mg +AHw- 580.00000 1276.00+AHw- 625.00000 1375.00+AHw- 610.00000 1342.00 FERTILIZER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1009310 +AHw-( 3 ) 35-1057095 +AHw-E +ACY- B PAVING INC +AHw-DEIG BROTHERS LUMBER +ACY- CONST +AHw-BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06553 409.000 kg +AHw- 6.30000 2576.70+AHw- 7.00000 2863.00+AHw- 6.75000 2760.75 SEED MIXTURE, R +AHw- +AHw- +AHw- 0039 621-06557 97.000 kg +AHw- 5.00000 485.00+AHw- 5.50000 533.50+AHw- 5.50000 533.50 SEED MIXTURE, T +AHw- +AHw- +AHw- 0040 621-06565 14.500 Mg +AHw- 440.00000 6380.00+AHw- 475.00000 6887.50+AHw- 485.00000 7032.50 MULCHING MATERIAL +AHw- +AHw- +AHw- 0041 621-06567 35.100 kL +AHw- 1.00000 35.10+AHw- 1.10000 38.61+AHw- 1.50000 52.65 WATER +AHw- +AHw- +AHw- 0042 621-06574 885.000 m2 +AHw- 3.35000 2964.75+AHw- 3.75000 3318.75+AHw- 4.25000 3761.25 SODDING +AHw- +AHw- +AHw- 0043 621-06575 1066.000 m2 +AHw- 3.35000 3571.10+AHw- 3.75000 3997.50+AHw- 4.25000 4530.50 SODDING, NURSERY +AHw- +AHw- +AHw- 0044 714-99348 26.900 m +AHw- 1270.00000 34163.00+AHw- 1270.00000 34163.00+AHw- 1300.00000 34970.00 CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 1500 mm x 900 mm +AHw- +AHw- +AHw- 0045 715-02397 1.000 EACH +AHw- 1775.00000 1775.00+AHw- 1750.00000 1750.00+AHw- 1900.00000 1900.00 SAFETY METAL END SECTION, 4:1, 900 mm +AHw- +AHw- +AHw- 0046 715-03476 1.000 EACH +AHw- 735.00000 735.00+AHw- 725.00000 725.00+AHw- 755.00000 755.00 SAFETY METAL END SECTION, 4:1, 600 mm +AHw- +AHw- +AHw- 0047 715-05019 36.500 m +AHw- 300.00000 10950.00+AHw- 300.00000 10950.00+AHw- 260.00000 9490.00 PIPE, TYPE 1, CIRCULAR, 900 mm +AHw- +AHw- +AHw- 0048 715-05151 18.400 m +AHw- 145.00000 2668.00+AHw- 145.00000 2668.00+AHw- 160.00000 2944.00 PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0049 715-05154 338.400 m +AHw- 130.00000 43992.00+AHw- 130.00000 43992.00+AHw- 163.00000 55159.20 PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0050 715-05169 19.300 m +AHw- 133.00000 2566.90+AHw- 131.00000 2528.30+AHw- 160.00000 3088.00 PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0051 715-05173 15.000 m +AHw- 175.00000 2625.00+AHw- 175.00000 2625.00+AHw- 200.00000 3000.00 PIPE, TYPE 3, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0052 715-08305 46.600 Mg +AHw- 220.00000 10252.00+AHw- 135.00000 6291.00+AHw- 150.00000 6990.00 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0053 715-46005 4.000 EACH +AHw- 440.00000 1760.00+AHw- 430.00000 1720.00+AHw- 575.00000 2300.00 PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- 0054 715-46020 2.000 EACH +AHw- 610.00000 1220.00+AHw- 600.00000 1200.00+AHw- 775.00000 1550.00 PIPE END SECTION, 600 mm +AHw- +AHw- +AHw- 0055 720-45235 1.000 EACH +AHw- 2100.00000 2100.00+AHw- 2075.00000 2075.00+AHw- 1600.00000 1600.00 CATCH BASIN, E7 +AHw- +AHw- +AHw- 0056 720-45275 4.000 EACH +AHw- 2325.00000 9300.00+AHw- 2300.00000 9200.00+AHw- 1900.00000 7600.00 PIPE CATCH BASIN, 600 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1009310 +AHw-( 3 ) 35-1057095 +AHw-E +ACY- B PAVING INC +AHw-DEIG BROTHERS LUMBER +ACY- CONST +AHw-BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 720-45400 4.000 EACH +AHw- 3020.00000 12080.00+AHw- 3020.00000 12080.00+AHw- 2000.00000 8000.00 MANHOLE, A4 +AHw- +AHw- +AHw- 0058 801-04308 2.000 EACH +AHw- 495.00000 990.00+AHw- 425.00000 850.00+AHw- 420.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0059 801-06203 9299.000 m +AHw- 0.44000 4091.56+AHw- 1.00000 9299.00+AHw- 1.00000 9299.00 TEMPORARY PAVEMENT MARKING, 100 mm +AHw- +AHw- +AHw- 0060 801-06207 5564.000 m +AHw- 4.24000 23591.36+AHw- 3.50000 19474.00+AHw- 3.50000 19474.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 100 mm +AHw- +AHw- +AHw- 0061 801-06216 35.000 m +AHw- 4.28000 149.80+AHw- 8.50000 297.50+AHw- 8.50000 297.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 600 mm +AHw- +AHw- +AHw- 0062 801-06218 10.000 m +AHw- 31.00000 310.00+AHw- 21.50000 215.00+AHw- 21.00000 210.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- REMOVABLE, 600 mm +AHw- +AHw- +AHw- 0063 801-06640 22.000 EACH +AHw- 250.00000 5500.00+AHw- 146.00000 3212.00+AHw- 150.00000 3300.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0064 801-06645 4.000 EACH +AHw- 85.00000 340.00+AHw- 54.00000 216.00+AHw- 55.00000 220.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0065 801-06775 LUMP +AHw- 63317.01000 63317.01+AHw- 42000.00000 42000.00+AHw- 25701.41000 25701.41 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0066 801-07118 28.800 m +AHw- 40.00000 1152.00+AHw- 81.00000 2332.80+AHw- 80.00000 2304.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0067 801-07119 14.400 m +AHw- 55.00000 792.00+AHw- 96.00000 1382.40+AHw- 95.00000 1368.00 BARRICADE, III-B +AHw- +AHw- +AHw- 0068 802-05701 27.280 m +AHw- 42.00000 1145.76+AHw- 40.00000 1091.20+AHw- 38.50000 1050.28 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0069 802-05702 10.920 m +AHw- 40.00000 436.80+AHw- 39.00000 425.88+AHw- 38.00000 414.96 SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0070 802-07060 2.000 EACH +AHw- 60.00000 120.00+AHw- 210.00000 420.00+AHw- 205.00000 410.00 SIGN, SHEET, RELOCATE +AHw- +AHw- +AHw- 0071 802-76025 1.800 m2 +AHw- 180.00000 324.00+AHw- 209.00000 376.20+AHw- 210.00000 378.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0072 802-76035 7.320 m2 +AHw- 200.00000 1464.00+AHw- 230.00000 1683.60+AHw- 225.00000 1647.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND 2.54 mm THICKNESS +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1009310 +AHw-( 3 ) 35-1057095 +AHw-E +ACY- B PAVING INC +AHw-DEIG BROTHERS LUMBER +ACY- CONST +AHw-BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 805-01825 1.000 EACH +AHw- 260.00000 260.00+AHw- 276.00000 276.00+AHw- 270.00000 270.00 DISCONNECT HANGER, INSTALL +AHw- +AHw- +AHw- 0075 805-01879 1.000 EACH +AHw- 500.00000 500.00+AHw- 490.00000 490.00+AHw- 480.00000 480.00 SIGNAL SERVICE, INSTALL +AHw- +AHw- +AHw- 0076 805-78010 1.000 EACH +AHw- 1000.00000 1000.00+AHw- 795.00000 795.00+AHw- 775.00000 775.00 CONTROLLER AND CABINET, FLASHER, SOLID +AHw- +AHw- +AHw- STATE +AHw- +AHw- +AHw- 0077 805-78190 4.000 EACH +AHw- 360.00000 1440.00+AHw- 330.00000 1320.00+AHw- 325.00000 1300.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm +AHw- +AHw- +AHw- AMBER +AHw- +AHw- +AHw- 0078 805-78195 4.000 EACH +AHw- 360.00000 1440.00+AHw- 325.00000 1300.00+AHw- 320.00000 1280.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED +AHw- +AHw- +AHw- 0079 805-78415 1.000 EACH +AHw- 1600.00000 1600.00+AHw- 1615.00000 1615.00+AHw- 1600.00000 1600.00 SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0080 805-78480 39.000 m +AHw- 4.00000 156.00+AHw- 3.00000 117.00+AHw- 2.75000 107.25 SIGNAL CABLE, 3C 14GA. +AHw- +AHw- +AHw- 0081 805-78485 33.000 m +AHw- 5.00000 165.00+AHw- 3.75000 123.75+AHw- 3.75000 123.75 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0082 805-81060 2.000 EACH +AHw- 4500.00000 9000.00+AHw- 5180.00000 10360.00+AHw- 5100.00000 10200.00 SIGNAL STRAIN POLE, STEEL, 11.0 m +AHw- +AHw- +AHw- 0083 808-06713 3854.000 m +AHw- 0.51000 1965.54+AHw- 1.00000 3854.00+AHw- 1.00000 3854.00 LINE, PAINT, SOLID, WHITE, 100 mm +AHw- +AHw- +AHw- 0084 808-06716 1249.000 m +AHw- 0.98000 1224.02+AHw- 3.25000 4059.25+AHw- 3.25000 4059.25 LINE, REMOVE +AHw- +AHw- +AHw- 0085 808-75245 1510.000 m +AHw- 1.39000 2098.90+AHw- 1.50000 2265.00+AHw- 1.40000 2114.00 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0086 808-75290 33.000 m +AHw- 14.69000 484.77+AHw- 21.50000 709.50+AHw- 21.00000 693.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 600 mm +AHw- +AHw- +AHw- 0087 808-75297 38.400 m +AHw- 14.69000 564.10+AHw- 21.50000 825.60+AHw- 21.00000 806.40 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0088 808-75320 8.000 EACH +AHw- 85.00000 680.00+AHw- 81.00000 648.00+AHw- 80.00000 640.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0089 808-75340 1.000 EACH +AHw- 325.00000 325.00+AHw- 320.00000 320.00+AHw- 315.00000 315.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD, RXR +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1009310 +AHw-( 3 ) 35-1057095 +AHw-E +ACY- B PAVING INC +AHw-DEIG BROTHERS LUMBER +ACY- CONST +AHw-BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 808-75996 69.000 EACH +AHw- 24.94000 1720.86+AHw- 19.75000 1362.75+AHw- 25.00000 1725.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0091 808-75998 69.000 EACH +AHw- 35.00000 2415.00+AHw- 60.00000 4140.00+AHw- 60.00000 4140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0092 808-92027 432.000 m +AHw- 4.88000 2108.16+AHw- 3.00000 1296.00+AHw- 3.00000 1296.00 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- 0093 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0094 211-02050 302.000 m3 +AHw- 18.50000 5587.00+AHw- 18.00000 5436.00+AHw- 28.50000 8607.00 B BORROW +AHw- +AHw- +AHw- 0095 805-01815 2.000 EACH +AHw- 1600.00000 3200.00+AHw- 1940.00000 3880.00+AHw- 1900.00000 3800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 +AHw- +AHw- +AHw- 0096 805-78467 10.000 m +AHw- 8.00000 80.00+AHw- 8.50000 85.00+AHw- 8.25000 82.50 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0097 401-06264 LUMP +AHw- 3000.00000 3000.00+AHw- 3450.00000 3450.00+AHw- 3000.00000 3000.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,280,000.00+AHw- +ACQ- 1,281,587.27+AHw- +ACQ- 1,374,700.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,280,000.00+AHw- +ACQ- 1,281,587.27+AHw- +ACQ- 1,374,700.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0626844 +AHw-( 5 ) 35-2040801 +AHw-( ) +AHw-J.H. RUDOLPH +ACY- COMPANY +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 15000.00000 15000.00+AHw- 25000.00000 25000.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 8.000 MOS +AHw- 2250.00000 18000.00+AHw- 2300.00000 18400.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 1.000 EACH +AHw- 250.00000 250.00+AHw- 250.00000 250.00+AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 8.000 MOS +AHw- 130.00000 1040.00+AHw- 140.00000 1120.00+AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0007 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0008 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0009 110-01001 LUMP +AHw- 70500.00000 70500.00+AHw- 71000.00000 71000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0010 201-52370 LUMP +AHw- 56000.00000 56000.00+AHw- 57000.00000 57000.00+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0011 202-04089 4.000 EACH +AHw- 150.00000 600.00+AHw- 200.00000 800.00+AHw- SIGN, SHEET, REMOVE +AHw- +AHw- +AHw- 0012 202-93999 2.000 EACH +AHw- 1200.00000 2400.00+AHw- 546.00000 1092.00+AHw- SIGNAL POLE, REMOVE +AHw- +AHw- +AHw- 0013 203-02000 3770.000 m3 +AHw- 15.00000 56550.00+AHw- 26.00000 98020.00+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0014 203-02070 4543.000 m3 +AHw- 15.00000 68145.00+AHw- 12.00000 54516.00+AHw- BORROW +AHw- +AHw- +AHw- 0015 205-06931 39.000 Mg +AHw- 65.00000 2535.00+AHw- 75.00000 2925.00+AHw- TEMPORARY CHECK DAM, REVETMENT RIPRAP +AHw- +AHw- +AHw- 0016 205-06932 125.800 m +AHw- 10.00000 1258.00+AHw- 30.00000 3774.00+AHw- TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0017 205-06933 8.000 EACH +AHw- 85.00000 680.00+AHw- 80.00000 640.00+AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0018 205-06937 774.800 m +AHw- 4.50000 3486.60+AHw- 7.00000 5423.60+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0019 207-08263 9076.000 m2 +AHw- 15.00000 136140.00+AHw- 7.05000 63985.80+AHw- SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-0626844 +AHw-( 5 ) 35-2040801 +AHw-( ) +AHw-J.H. RUDOLPH +ACY- COMPANY +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-07454 624.000 m3 +AHw- 45.00000 28080.00+AHw- 55.00000 34320.00+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0021 213-08058 132.500 m3 +AHw- 75.00000 9937.50+AHw- 180.00000 23850.00+AHw- FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0022 301-07448 2489.000 Mg +AHw- 28.00000 69692.00+AHw- 25.00000 62225.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0023 306-08036 5172.000 m2 +AHw- 1.50000 7758.00+AHw- 2.75000 14223.00+AHw- MILLING, ASPHALT, 50 mm +AHw- +AHw- +AHw- 0024 306-08043 555.000 m2 +AHw- 1.50000 832.50+AHw- 5.50000 3052.50+AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0025 401-07334 1286.000 Mg +AHw- 90.00000 115740.00+AHw- 85.00000 109310.00+AHw- QC/QA-HMA, 3, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0026 401-07403 1903.000 Mg +AHw- 78.00000 148434.00+AHw- 75.00000 142725.00+AHw- QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm +AHw- +AHw- +AHw- 0027 401-07408 3767.000 Mg +AHw- 64.00000 241088.00+AHw- 60.00000 226020.00+AHw- QC/QA-HMA, 3, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0028 406-05520 12.100 Mg +AHw- 402.00000 4864.20+AHw- 300.00000 3630.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0029 610-07486 162.000 Mg +AHw- 155.00000 25110.00+AHw- 100.00000 16200.00+AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0030 611-06497 6.000 EACH +AHw- 200.00000 1200.00+AHw- 200.00000 1200.00+AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0031 615-06490 20.000 EACH +AHw- 150.00000 3000.00+AHw- 148.00000 2960.00+AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0032 615-06505 3.000 EACH +AHw- 585.00000 1755.00+AHw- 585.00000 1755.00+AHw- MONUMENT, B +AHw- +AHw- +AHw- 0033 615-06510 1.000 EACH +AHw- 540.00000 540.00+AHw- 540.00000 540.00+AHw- MONUMENT, C +AHw- +AHw- +AHw- 0034 616-02320 4.300 m2 +AHw- 25.00000 107.50+AHw- 50.00000 215.00+AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0035 616-06451 4.300 Mg +AHw- 50.00000 215.00+AHw- 140.00000 602.00+AHw- RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0036 621-01004 4.000 EACH +AHw- 690.00000 2760.00+AHw- 690.00000 2760.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0037 621-06545 2.200 Mg +AHw- 580.00000 1276.00+AHw- 580.00000 1276.00+AHw- FERTILIZER +AHw- +AHw- +AHw- 0038 621-06553 409.000 kg +AHw- 6.30000 2576.70+AHw- 6.30000 2576.70+AHw- SEED MIXTURE, R +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0626844 +AHw-( 5 ) 35-2040801 +AHw-( ) +AHw-J.H. RUDOLPH +ACY- COMPANY +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06557 97.000 kg +AHw- 5.00000 485.00+AHw- 5.00000 485.00+AHw- SEED MIXTURE, T +AHw- +AHw- +AHw- 0040 621-06565 14.500 Mg +AHw- 440.00000 6380.00+AHw- 440.00000 6380.00+AHw- MULCHING MATERIAL +AHw- +AHw- +AHw- 0041 621-06567 35.100 kL +AHw- 1.00000 35.10+AHw- 1.00000 35.10+AHw- WATER +AHw- +AHw- +AHw- 0042 621-06574 885.000 m2 +AHw- 6.00000 5310.00+AHw- 3.35000 2964.75+AHw- SODDING +AHw- +AHw- +AHw- 0043 621-06575 1066.000 m2 +AHw- 6.00000 6396.00+AHw- 3.35000 3571.10+AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0044 714-99348 26.900 m +AHw- 1700.00000 45730.00+AHw- 1200.00000 32280.00+AHw- CULVERT, PRECAST BOX, REINFORCED +AHw- +AHw- +AHw- CONCRETE, 1500 mm x 900 mm +AHw- +AHw- +AHw- 0045 715-02397 1.000 EACH +AHw- 2200.00000 2200.00+AHw- 2500.00000 2500.00+AHw- SAFETY METAL END SECTION, 4:1, 900 mm +AHw- +AHw- +AHw- 0046 715-03476 1.000 EACH +AHw- 1250.00000 1250.00+AHw- 1400.00000 1400.00+AHw- SAFETY METAL END SECTION, 4:1, 600 mm +AHw- +AHw- +AHw- 0047 715-05019 36.500 m +AHw- 380.00000 13870.00+AHw- 300.00000 10950.00+AHw- PIPE, TYPE 1, CIRCULAR, 900 mm +AHw- +AHw- +AHw- 0048 715-05151 18.400 m +AHw- 320.00000 5888.00+AHw- 150.00000 2760.00+AHw- PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0049 715-05154 338.400 m +AHw- 150.00000 50760.00+AHw- 180.00000 60912.00+AHw- PIPE, TYPE 2, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0050 715-05169 19.300 m +AHw- 110.00000 2123.00+AHw- 150.00000 2895.00+AHw- PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0051 715-05173 15.000 m +AHw- 172.00000 2580.00+AHw- 180.00000 2700.00+AHw- PIPE, TYPE 3, CIRCULAR, 600 mm +AHw- +AHw- +AHw- 0052 715-08305 46.600 Mg +AHw- 165.00000 7689.00+AHw- 120.00000 5592.00+AHw- HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0053 715-46005 4.000 EACH +AHw- 480.00000 1920.00+AHw- 525.00000 2100.00+AHw- PIPE END SECTION, 375 mm +AHw- +AHw- +AHw- 0054 715-46020 2.000 EACH +AHw- 560.00000 1120.00+AHw- 650.00000 1300.00+AHw- PIPE END SECTION, 600 mm +AHw- +AHw- +AHw- 0055 720-45235 1.000 EACH +AHw- 2150.00000 2150.00+AHw- 3000.00000 3000.00+AHw- CATCH BASIN, E7 +AHw- +AHw- +AHw- 0056 720-45275 4.000 EACH +AHw- 2450.00000 9800.00+AHw- 2400.00000 9600.00+AHw- PIPE CATCH BASIN, 600 mm +AHw- +AHw- +AHw- 0057 720-45400 4.000 EACH +AHw- 2480.00000 9920.00+AHw- 3000.00000 12000.00+AHw- MANHOLE, A4 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0626844 +AHw-( 5 ) 35-2040801 +AHw-( ) +AHw-J.H. RUDOLPH +ACY- COMPANY +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 801-04308 2.000 EACH +AHw- 500.00000 1000.00+AHw- 395.00000 790.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0059 801-06203 9299.000 m +AHw- 0.44000 4091.56+AHw- 0.92000 8555.08+AHw- TEMPORARY PAVEMENT MARKING, 100 mm +AHw- +AHw- +AHw- 0060 801-06207 5564.000 m +AHw- 3.24000 18027.36+AHw- 6.50000 36166.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 100 mm +AHw- +AHw- +AHw- 0061 801-06216 35.000 m +AHw- 4.28000 149.80+AHw- 7.90000 276.50+AHw- TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 600 mm +AHw- +AHw- +AHw- 0062 801-06218 10.000 m +AHw- 25.00000 250.00+AHw- 94.55000 945.50+AHw- TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- REMOVABLE, 600 mm +AHw- +AHw- +AHw- 0063 801-06640 22.000 EACH +AHw- 275.00000 6050.00+AHw- 135.00000 2970.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0064 801-06645 4.000 EACH +AHw- 85.00000 340.00+AHw- 50.00000 200.00+AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0065 801-06775 LUMP +AHw- 51400.00000 51400.00+AHw- 105757.43000 105757.43+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0066 801-07118 28.800 m +AHw- 45.00000 1296.00+AHw- 75.00000 2160.00+AHw- BARRICADE, III-A +AHw- +AHw- +AHw- 0067 801-07119 14.400 m +AHw- 60.00000 864.00+AHw- 89.00000 1281.60+AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0068 802-05701 27.280 m +AHw- 42.00000 1145.76+AHw- 36.28000 989.72+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0069 802-05702 10.920 m +AHw- 40.00000 436.80+AHw- 35.95000 392.57+AHw- SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0070 802-07060 2.000 EACH +AHw- 60.00000 120.00+AHw- 195.00000 390.00+AHw- SIGN, SHEET, RELOCATE +AHw- +AHw- +AHw- 0071 802-76025 1.800 m2 +AHw- 180.00000 324.00+AHw- 192.60000 346.68+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0072 802-76035 7.320 m2 +AHw- 200.00000 1464.00+AHw- 214.12000 1567.36+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND 2.54 mm THICKNESS +AHw- +AHw- +AHw- 0074 805-01825 1.000 EACH +AHw- 260.00000 260.00+AHw- 256.00000 256.00+AHw- DISCONNECT HANGER, INSTALL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0626844 +AHw-( 5 ) 35-2040801 +AHw-( ) +AHw-J.H. RUDOLPH +ACY- COMPANY +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 805-01879 1.000 EACH +AHw- 500.00000 500.00+AHw- 453.00000 453.00+AHw- SIGNAL SERVICE, INSTALL +AHw- +AHw- +AHw- 0076 805-78010 1.000 EACH +AHw- 1000.00000 1000.00+AHw- 738.00000 738.00+AHw- CONTROLLER AND CABINET, FLASHER, SOLID +AHw- +AHw- +AHw- STATE +AHw- +AHw- +AHw- 0077 805-78190 4.000 EACH +AHw- 360.00000 1440.00+AHw- 307.00000 1228.00+AHw- TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm +AHw- +AHw- +AHw- AMBER +AHw- +AHw- +AHw- 0078 805-78195 4.000 EACH +AHw- 360.00000 1440.00+AHw- 302.00000 1208.00+AHw- TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED +AHw- +AHw- +AHw- 0079 805-78415 1.000 EACH +AHw- 1600.00000 1600.00+AHw- 1500.00000 1500.00+AHw- SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0080 805-78480 39.000 m +AHw- 4.00000 156.00+AHw- 2.56000 99.84+AHw- SIGNAL CABLE, 3C 14GA. +AHw- +AHw- +AHw- 0081 805-78485 33.000 m +AHw- 5.00000 165.00+AHw- 3.45000 113.85+AHw- SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0082 805-81060 2.000 EACH +AHw- 4500.00000 9000.00+AHw- 4816.00000 9632.00+AHw- SIGNAL STRAIN POLE, STEEL, 11.0 m +AHw- +AHw- +AHw- 0083 808-06713 3854.000 m +AHw- 0.51000 1965.54+AHw- 0.92000 3545.68+AHw- LINE, PAINT, SOLID, WHITE, 100 mm +AHw- +AHw- +AHw- 0084 808-06716 1249.000 m +AHw- 0.98000 1224.02+AHw- 3.00000 3747.00+AHw- LINE, REMOVE +AHw- +AHw- +AHw- 0085 808-75245 1510.000 m +AHw- 1.39000 2098.90+AHw- 1.28000 1932.80+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0086 808-75290 33.000 m +AHw- 14.69000 484.77+AHw- 19.85000 655.05+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 600 mm +AHw- +AHw- +AHw- 0087 808-75297 38.400 m +AHw- 14.69000 564.10+AHw- 19.85000 762.24+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0088 808-75320 8.000 EACH +AHw- 85.00000 680.00+AHw- 75.00000 600.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0089 808-75340 1.000 EACH +AHw- 325.00000 325.00+AHw- 295.00000 295.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD, RXR +AHw- +AHw- +AHw- 0090 808-75996 69.000 EACH +AHw- 15.00000 1035.00+AHw- 15.00000 1035.00+AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 290 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,270,000.00 ROUTE : SR 57 CALL ORDER : 290 CONTRACT ID : R -28372-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : Standard +AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-0626844 +AHw-( 5 ) 35-2040801 +AHw-( ) +AHw-J.H. RUDOLPH +ACY- COMPANY +AHw-GOHMANN ASPHALT +ACY- CONSTR., I +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 808-75998 69.000 EACH +AHw- 35.00000 2415.00+AHw- 28.75000 1983.75+AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0092 808-92027 432.000 m +AHw- 4.88000 2108.16+AHw- 2.65000 1144.80+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- 0093 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0094 211-02050 302.000 m3 +AHw- 52.00000 15704.00+AHw- 44.00000 13288.00+AHw- B BORROW +AHw- +AHw- +AHw- 0095 805-01815 2.000 EACH +AHw- 1600.00000 3200.00+AHw- 1800.00000 3600.00+AHw- SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 +AHw- +AHw- +AHw- 0096 805-78467 10.000 m +AHw- 8.00000 80.00+AHw- 7.80000 78.00+AHw- SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0097 401-06264 LUMP +AHw- 1700.00000 1700.00+AHw- 3500.00000 3500.00+AHw- PROFILOGRAPH, HMA +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,409,265.87+AHw- +ACQ- 1,431,000.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,409,265.87+AHw- +ACQ- 1,431,000.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 300 -1 VENDOR RANKING CALL ORDER : 300 CONTRACT ID : R -28671-A COUNTIES : DEKALB LETTING DATE : 04/18/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 09/14/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 21410095 21410095 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 993,380.94 100.0000+ACU- 2 35-1139301 E +ACY- B PAVING INC +ACQ- 1,041,291.89 104.8230+ACU- 3 35-0997978 PHEND +ACY- BROWN INC +ACQ- 1,364,298.73 137.3389+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,276,500.00 ROUTE : 6 CALL ORDER : 300 CONTRACT ID : R -28671-A COUNTIES : DEKALB LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-0997978 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 25000.00000 25000.00+AHw- 14010.00000 14010.00+AHw- 20000.00000 20000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 1830.00000 10980.00+AHw- 1500.00000 9000.00+AHw- 2000.00000 12000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 1.000 EACH +AHw- 80.00000 80.00+AHw- 100.00000 100.00+AHw- 365.79000 365.79 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 6.000 MOS +AHw- 36.00000 216.00+AHw- 100.00000 600.00+AHw- 60.97000 365.82 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0007 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0008 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0009 110-01001 LUMP +AHw- 49650.00000 49650.00+AHw- 52000.00000 52000.00+AHw- 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0010 201-52370 LUMP +AHw- 19800.00000 19800.00+AHw- 24582.32000 24582.32+AHw- 129129.00000 129129.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0011 202-02240 505.000 SYS +AHw- 7.00000 3535.00+AHw- 10.00000 5050.00+AHw- 22.50000 11362.50 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0012 202-02245 4.000 EACH +AHw- 160.00000 640.00+AHw- 200.00000 800.00+AHw- 280.00000 1120.00 TREE, 6 IN., REMOVE +AHw- +AHw- +AHw- 0013 202-02250 3.000 EACH +AHw- 275.00000 825.00+AHw- 200.00000 600.00+AHw- 455.00000 1365.00 TREE, 10 IN., REMOVE +AHw- +AHw- +AHw- 0014 202-02255 8.000 EACH +AHw- 525.00000 4200.00+AHw- 200.00000 1600.00+AHw- 910.00000 7280.00 TREE, 18 IN., REMOVE +AHw- +AHw- +AHw- 0015 202-02260 9.000 EACH +AHw- 1250.00000 11250.00+AHw- 200.00000 1800.00+AHw- 1365.00000 12285.00 TREE, 30 IN., REMOVE +AHw- +AHw- +AHw- 0016 202-02265 6.000 EACH +AHw- 2100.00000 12600.00+AHw- 200.00000 1200.00+AHw- 1820.00000 10920.00 TREE, 48 IN., REMOVE +AHw- +AHw- +AHw- 0017 202-05545 530.000 CYS +AHw- 53.00000 28090.00+AHw- 53.00000 28090.00+AHw- 45.00000 23850.00 REGULATED MATERIALS, DISPOSE, C +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,276,500.00 ROUTE : 6 CALL ORDER : 300 CONTRACT ID : R -28671-A COUNTIES : DEKALB LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-0997978 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-05550 530.000 CYS +AHw- 8.00000 4240.00+AHw- 8.00000 4240.00+AHw- 10.00000 5300.00 REGULATED MATERIALS, REMOVE, C +AHw- +AHw- +AHw- 0019 202-05555 530.000 CYS +AHw- 18.00000 9540.00+AHw- 18.00000 9540.00+AHw- 15.50000 8215.00 REGULATED MATERIALS, TRANSPORT, C +AHw- +AHw- +AHw- 0020 202-08429 860.000 GAL +AHw- 0.50000 430.00+AHw- 0.50000 430.00+AHw- 0.35000 301.00 REGULATED MATERIALS, DISPOSE, B +AHw- +AHw- +AHw- 0021 202-08430 860.000 GAL +AHw- 0.50000 430.00+AHw- 0.50000 430.00+AHw- 1.00000 860.00 REGULATED MATERIALS, REMOVE, B +AHw- +AHw- +AHw- 0022 202-08431 860.000 GAL +AHw- 0.50000 430.00+AHw- 0.50000 430.00+AHw- 1.00000 860.00 REGULATED MATERIALS, TRANSPORT, B +AHw- +AHw- +AHw- 0023 202-09106 9.000 EACH +AHw- 262.00000 2358.00+AHw- 262.00000 2358.00+AHw- 80.00000 720.00 TESTING FOR CONTAMINATED MATERIALS, +AHw- +AHw- +AHw- MTBE AND BTEX(WATER), 24 HOUR RETURN +AHw- +AHw- +AHw- 0024 202-52710 1668.000 SYS +AHw- 4.30000 7172.40+AHw- 1.00000 1668.00+AHw- 6.50000 10842.00 SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0025 202-91385 7.000 EACH +AHw- 1000.00000 7000.00+AHw- 830.00000 5810.00+AHw- 150.00000 1050.00 INLET, REMOVE +AHw- +AHw- +AHw- 0026 202-92222 18.000 EACH +AHw- 175.00000 3150.00+AHw- 175.00000 3150.00+AHw- 200.00000 3600.00 TESTING FOR CONTAMINATED MATERIALS, TPH +AHw- +AHw- +AHw- (SOIL), 24 HOUR RETURN +AHw- +AHw- +AHw- 0027 202-93047 1.000 EACH +AHw- 1250.00000 1250.00+AHw- 1300.00000 1300.00+AHw- 1000.00000 1000.00 MANHOLE, REMOVE +AHw- +AHw- +AHw- 0028 202-96133 134.000 LFT +AHw- 5.00000 670.00+AHw- 43.00000 5762.00+AHw- 35.00000 4690.00 PIPE, REMOVE +AHw- +AHw- +AHw- 0029 203-02000 1461.000 CYS +AHw- 25.00000 36525.00+AHw- 37.00000 54057.00+AHw- 24.00000 35064.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0030 205-03371 10.000 CYS +AHw- 40.00000 400.00+AHw- 13.40000 134.00+AHw- 55.00000 550.00 SEDIMENT, REMOVE +AHw- +AHw- +AHw- 0031 205-06933 4.000 EACH +AHw- 125.00000 500.00+AHw- 125.00000 500.00+AHw- 125.00000 500.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0032 207-08268 2999.000 SYS +AHw- 17.00000 50983.00+AHw- 19.00000 56981.00+AHw- 21.00000 62979.00 SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0033 211-07454 238.000 CYS +AHw- 35.00000 8330.00+AHw- 40.00000 9520.00+AHw- 16.60000 3950.80 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0034 213-08058 151.000 CYS +AHw- 75.00000 11325.00+AHw- 148.00000 22348.00+AHw- 100.00000 15100.00 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0035 301-07448 461.000 TON +AHw- 35.00000 16135.00+AHw- 30.00000 13830.00+AHw- 35.00000 16135.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0036 303-07449 21.000 TON +AHw- 35.00000 735.00+AHw- 30.00000 630.00+AHw- 45.00000 945.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,276,500.00 ROUTE : 6 CALL ORDER : 300 CONTRACT ID : R -28671-A COUNTIES : DEKALB LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-0997978 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 304-07789 1387.000 TON +AHw- 60.00000 83220.00+AHw- 75.00000 104025.00+AHw- 75.00000 104025.00 WIDENING WITH HMA, TYPE D +AHw- +AHw- +AHw- 0038 306-08033 7150.000 SYS +AHw- 0.25000 1787.50+AHw- 0.20000 1430.00+AHw- 2.50000 17875.00 MILLING, ASPHALT, 1 IN. +AHw- +AHw- +AHw- 0039 306-08043 1681.000 SYS +AHw- 0.25000 420.25+AHw- 1.00000 1681.00+AHw- 1.10000 1849.10 MILLING, TRANSITION +AHw- +AHw- +AHw- 0040 401-07335 729.000 TON +AHw- 59.00000 43011.00+AHw- 90.00000 65610.00+AHw- 90.00000 65610.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0041 401-07404 1811.000 TON +AHw- 42.00000 76062.00+AHw- 60.00000 108660.00+AHw- 60.00000 108660.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m +AHw- +AHw- +AHw- 0042 406-05520 6.000 TON +AHw- 400.00000 2400.00+AHw- 200.00000 1200.00+AHw- 200.00000 1200.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0043 604-07897 14.000 SYS +AHw- 115.00000 1610.00+AHw- 50.00000 700.00+AHw- 260.00000 3640.00 CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0044 604-07900 71.000 SYS +AHw- 115.00000 8165.00+AHw- 125.00000 8875.00+AHw- 205.00000 14555.00 CURB RAMP, CONCRETE, F +AHw- +AHw- +AHw- 0045 604-07901 33.000 SYS +AHw- 115.00000 3795.00+AHw- 125.00000 4125.00+AHw- 205.00000 6765.00 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0046 604-07902 12.000 SYS +AHw- 115.00000 1380.00+AHw- 125.00000 1500.00+AHw- 190.00000 2280.00 CURB RAMP, CONCRETE, H +AHw- +AHw- +AHw- 0047 604-91531 1183.000 SYS +AHw- 28.00000 33124.00+AHw- 37.00000 43771.00+AHw- 48.00000 56784.00 SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0048 605-06140 1840.000 LFT +AHw- 14.00000 25760.00+AHw- 28.00000 51520.00+AHw- 17.60000 32384.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0049 605-92578 16.000 SYS +AHw- 100.00000 1600.00+AHw- 75.00000 1200.00+AHw- 77.00000 1232.00 CURB WALK, CONCRETE +AHw- +AHw- +AHw- 0050 610-07486 24.000 TON +AHw- 118.00000 2832.00+AHw- 160.00000 3840.00+AHw- 160.00000 3840.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0051 610-08446 1238.000 SYS +AHw- 50.00000 61900.00+AHw- 32.00000 39616.00+AHw- 57.00000 70566.00 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0052 611-06497 1.000 EACH +AHw- 180.00000 180.00+AHw- 180.00000 180.00+AHw- 180.00000 180.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0053 615-06490 14.000 EACH +AHw- 140.00000 1960.00+AHw- 140.00000 1960.00+AHw- 140.00000 1960.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0054 615-06500 10.000 EACH +AHw- 450.00000 4500.00+AHw- 450.00000 4500.00+AHw- 450.00000 4500.00 MONUMENT, A +AHw- +AHw- +AHw- 0055 621-01004 3.000 EACH +AHw- 350.00000 1050.00+AHw- 500.00000 1500.00+AHw- 500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,276,500.00 ROUTE : 6 CALL ORDER : 300 CONTRACT ID : R -28671-A COUNTIES : DEKALB LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-0997978 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 621-02363 2248.000 SYS +AHw- 1.00000 2248.00+AHw- 0.76000 1708.48+AHw- 0.76000 1708.48 MULCHED SEEDING, T, CONVENTIONAL MIX +AHw- +AHw- +AHw- 0057 621-06567 9.000 kGAL +AHw- 10.00000 90.00+AHw- 25.00000 225.00+AHw- 25.00000 225.00 WATER +AHw- +AHw- +AHw- 0058 621-06575 2248.000 SYS +AHw- 3.50000 7868.00+AHw- 4.05000 9104.40+AHw- 5.00000 11240.00 SODDING, NURSERY +AHw- +AHw- +AHw- 0059 715-05149 223.000 LFT +AHw- 50.00000 11150.00+AHw- 40.00000 8920.00+AHw- 140.00000 31220.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0060 715-05149 248.000 LFT +AHw- 50.00000 12400.00+AHw- 50.00000 12400.00+AHw- 140.00000 34720.00 PIPE, TYPE 2, CIRCULAR, 12 IN. , +AHw- +AHw- +AHw- MODIFIED +AHw- +AHw- +AHw- 0061 715-05151 3.000 LFT +AHw- 55.00000 165.00+AHw- 300.00000 900.00+AHw- 114.00000 342.00 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0062 715-05151 194.000 LFT +AHw- 55.00000 10670.00+AHw- 49.00000 9506.00+AHw- 114.00000 22116.00 PIPE, TYPE 2, CIRCULAR, 15 IN. , +AHw- +AHw- +AHw- MODIFIED +AHw- +AHw- +AHw- 0063 715-05152 38.000 LFT +AHw- 60.00000 2280.00+AHw- 53.00000 2014.00+AHw- 125.00000 4750.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0064 715-05154 18.000 LFT +AHw- 65.00000 1170.00+AHw- 64.00000 1152.00+AHw- 125.00000 2250.00 PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0065 715-08307 192.000 TON +AHw- 74.00000 14208.00+AHw- 81.10000 15571.20+AHw- 82.00000 15744.00 HMA FOR STRUCTURE INSTALLATION, TYPE D +AHw- +AHw- +AHw- 0066 720-01092 2.000 EACH +AHw- 3500.00000 7000.00+AHw- 3700.00000 7400.00+AHw- 5830.00000 11660.00 MANHOLE, J15, MODIFIED +AHw- +AHw- +AHw- 0067 720-01894 1.000 EACH +AHw- 400.00000 400.00+AHw- 770.00000 770.00+AHw- 751.00000 751.00 CASTING, FURNISH AND ADJUST TO GRADE +AHw- +AHw- +AHw- (WATERTIGHT) +AHw- +AHw- +AHw- 0068 720-44000 11.000 EACH +AHw- 175.00000 1925.00+AHw- 276.00000 3036.00+AHw- 440.00000 4840.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0069 720-45270 4.000 EACH +AHw- 1500.00000 6000.00+AHw- 1000.00000 4000.00+AHw- 480.00000 1920.00 PIPE CATCH BASIN, 18 IN. +AHw- +AHw- +AHw- 0070 720-45410 2.000 EACH +AHw- 2250.00000 4500.00+AHw- 2300.00000 4600.00+AHw- 3680.00000 7360.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0071 720-93409 2.000 EACH +AHw- 2750.00000 5500.00+AHw- 3100.00000 6200.00+AHw- 3000.00000 6000.00 INLET, B15, MODIFIED +AHw- +AHw- +AHw- 0072 720-93411 1.000 EACH +AHw- 2750.00000 2750.00+AHw- 3100.00000 3100.00+AHw- 3000.00000 3000.00 INLET, C15, MODIFIED +AHw- +AHw- +AHw- 0073 720-94612 1.000 EACH +AHw- 3250.00000 3250.00+AHw- 4500.00000 4500.00+AHw- 6350.00000 6350.00 MANHOLE, K4 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,276,500.00 ROUTE : 6 CALL ORDER : 300 CONTRACT ID : R -28671-A COUNTIES : DEKALB LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-0997978 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 720-95164 8.000 EACH +AHw- 3000.00000 24000.00+AHw- 3500.00000 28000.00+AHw- 4400.00000 35200.00 CATCH BASIN, B15, MODIFIED +AHw- +AHw- +AHw- 0075 720-98555 1.000 EACH +AHw- 2750.00000 2750.00+AHw- 2600.00000 2600.00+AHw- 2950.00000 2950.00 INLET, C15 +AHw- +AHw- +AHw- 0076 720-99417 4.000 EACH +AHw- 3000.00000 12000.00+AHw- 3500.00000 14000.00+AHw- 4285.00000 17140.00 CATCH BASIN, C15 +AHw- +AHw- +AHw- 0077 801-06203 1368.000 LFT +AHw- 0.60000 820.80+AHw- 0.70000 957.60+AHw- 0.90000 1231.20 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0078 801-06207 7836.000 LFT +AHw- 1.50000 11754.00+AHw- 0.50000 3918.00+AHw- 1.03000 8071.08 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0079 801-06640 34.000 EACH +AHw- 72.00000 2448.00+AHw- 72.00000 2448.00+AHw- 120.00000 4080.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0080 801-06775 LUMP +AHw- 72236.00000 72236.00+AHw- 12300.00000 12300.00+AHw- 52000.00000 52000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0081 801-07119 72.000 LFT +AHw- 7.95000 572.40+AHw- 7.95000 572.40+AHw- 11.95000 860.40 BARRICADE, III-B +AHw- +AHw- +AHw- 0082 802-05701 293.000 LFT +AHw- 13.00000 3809.00+AHw- 14.20000 4160.60+AHw- 14.20000 4160.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0083 802-76025 252.000 SFT +AHw- 10.00000 2520.00+AHw- 14.40000 3628.80+AHw- 14.40000 3628.80 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0084 802-76045 38.000 SFT +AHw- 13.00000 494.00+AHw- 20.00000 760.00+AHw- 20.00000 760.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.125 IN. THICKNESS +AHw- +AHw- +AHw- 0085 805-01815 4.000 EACH +AHw- 1500.00000 6000.00+AHw- 1850.00000 7400.00+AHw- 1850.00000 7400.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0086 805-01842 4.000 EACH +AHw- 675.00000 2700.00+AHw- 850.00000 3400.00+AHw- 850.00000 3400.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0087 805-01879 1.000 EACH +AHw- 500.00000 500.00+AHw- 450.00000 450.00+AHw- 450.00000 450.00 SIGNAL SERVICE, INSTALL +AHw- +AHw- +AHw- 0088 805-02087 LUMP +AHw- 1500.00000 1500.00+AHw- 500.00000 500.00+AHw- 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL +AHw- +AHw- +AHw- EQUIPMENT +AHw- +AHw- +AHw- 0089 805-02152 8.000 EACH +AHw- 490.00000 3920.00+AHw- 450.00000 3600.00+AHw- 450.00000 3600.00 PEDESTRIAN SIGNAL HEAD WITH +AHw- +AHw- +AHw- INTERNATIONAL SYMBOLS, 18 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 300 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,276,500.00 ROUTE : 6 CALL ORDER : 300 CONTRACT ID : R -28671-A COUNTIES : DEKALB LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-0997978 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 805-06592 850.000 LFT +AHw- 10.00000 8500.00+AHw- 15.00000 12750.00+AHw- 15.00000 12750.00 CONDUIT, STEEL, GALVANIZED, 2 IN. +AHw- +AHw- +AHw- 0091 805-78100 1.000 EACH +AHw- 8300.00000 8300.00+AHw- 8800.00000 8800.00+AHw- 8800.00000 8800.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0092 805-78205 8.000 EACH +AHw- 500.00000 4000.00+AHw- 610.00000 4880.00+AHw- 610.00000 4880.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0093 805-78370 8.000 EACH +AHw- 75.00000 600.00+AHw- 120.00000 960.00+AHw- 120.00000 960.00 PEDESTRIAN PUSH BUTTON +AHw- +AHw- +AHw- 0094 805-78415 4.000 EACH +AHw- 1400.00000 5600.00+AHw- 1450.00000 5800.00+AHw- 1450.00000 5800.00 SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0095 805-78420 4.000 EACH +AHw- 185.00000 740.00+AHw- 250.00000 1000.00+AHw- 250.00000 1000.00 DISCONNECT HANGER +AHw- +AHw- +AHw- 0096 805-78467 30.000 LFT +AHw- 1.60000 48.00+AHw- 2.00000 60.00+AHw- 2.00000 60.00 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0097 805-78470 3072.000 LFT +AHw- 0.30000 921.60+AHw- 0.20000 614.40+AHw- 0.20000 614.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0098 805-78485 905.000 LFT +AHw- 1.20000 1086.00+AHw- 1.40000 1267.00+AHw- 1.40000 1267.00 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0099 805-78490 1450.000 LFT +AHw- 1.35000 1957.50+AHw- 1.60000 2320.00+AHw- 1.60000 2320.00 SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0100 805-78510 1460.000 LFT +AHw- 0.85000 1241.00+AHw- 2.50000 3650.00+AHw- 2.50000 3650.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0101 805-78785 8.000 EACH +AHw- 500.00000 4000.00+AHw- 550.00000 4400.00+AHw- 550.00000 4400.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0102 805-78795 964.000 LFT +AHw- 9.00000 8676.00+AHw- 8.80000 8483.20+AHw- 8.80000 8483.20 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0103 805-78925 1.000 EACH +AHw- 575.00000 575.00+AHw- 550.00000 550.00+AHw- 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0104 805-81032 4.000 EACH +AHw- 3450.00000 13800.00+AHw- 3800.00000 15200.00+AHw- 3800.00000 15200.00 SIGNAL STRAIN POLE, STEEL, 30 FT. +AHw- +AHw- +AHw- 0105 805-92504 8.000 EACH +AHw- 210.00000 1680.00+AHw- 185.00000 1480.00+AHw- 185.00000 1480.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0106 808-06703 920.000 LFT +AHw- 0.70000 644.00+AHw- 0.70000 644.00+AHw- 0.70000 644.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0107 808-06716 3882.000 LFT +AHw- 0.12000 465.84+AHw- 0.12000 465.84+AHw- 0.38000 1475.16 LINE, REMOVE +AHw- +AHw- +AHw- 0108 808-75215 82.000 LFT +AHw- 3.95000 323.90+AHw- 3.95000 323.90+AHw- 2.10000 172.20 LINE, THERMOPLASTIC, SOLID, WHITE, 12 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 300 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,276,500.00 ROUTE : 6 CALL ORDER : 300 CONTRACT ID : R -28671-A COUNTIES : DEKALB LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-0997978 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0109 808-75245 2060.000 LFT +AHw- 0.70000 1442.00+AHw- 0.70000 1442.00+AHw- 0.70000 1442.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0110 808-75278 250.000 LFT +AHw- 1.40000 350.00+AHw- 1.40000 350.00+AHw- 2.10000 525.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 12 IN. +AHw- +AHw- +AHw- 0111 808-75297 195.000 LFT +AHw- 2.75000 536.25+AHw- 2.75000 536.25+AHw- 4.20000 819.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0112 808-75300 770.000 LFT +AHw- 1.65000 1270.50+AHw- 1.65000 1270.50+AHw- 1.06000 816.20 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0113 808-75320 5.000 EACH +AHw- 82.00000 410.00+AHw- 82.00000 410.00+AHw- 107.00000 535.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0114 808-75325 5.000 EACH +AHw- 113.00000 565.00+AHw- 113.00000 565.00+AHw- 153.00000 765.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0115 808-92027 820.000 LFT +AHw- 1.00000 820.00+AHw- 1.00000 820.00+AHw- 1.40000 1148.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 993,380.94+AHw- +ACQ- 1,041,291.89+AHw- +ACQ- 1,364,298.73 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 993,380.94+AHw- +ACQ- 1,041,291.89+AHw- +ACQ- 1,364,298.73 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -1 VENDOR RANKING CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : 61 MARION CONTRACT TIME : 11/09/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 48320035 48320035 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E +ACY- B PAVING INC +ACQ- 1,917,000.00 100.0000+ACU- 2 35-1151771 CALUMET ASPHALT PAVING CO. INC +ACQ- 1,927,257.09 100.5351+ACU- 3 35-1212938 ATLAS EXCAVATING INC +ACQ- 2,237,180.37 116.7022+ACU- 4 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 2,255,000.00 117.6317+ACU- 5 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 2,255,000.00 117.6317+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1212938 +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. I +AHw-ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 16500.00000 16500.00+AHw- 15000.00000 15000.00+AHw- 23000.00000 23000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 1.000 EACH +AHw- 200.00000 200.00+AHw- 150.00000 150.00+AHw- 300.00000 300.00 RADIO +AHw- +AHw- +AHw- 0004 105-08520 2.000 EACH +AHw- 200.00000 400.00+AHw- 150.00000 300.00+AHw- 200.00000 400.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 24.000 MOS +AHw- 125.00000 3000.00+AHw- 150.00000 3600.00+AHw- 100.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 105-08523 12.000 MOS +AHw- 125.00000 1500.00+AHw- 100.00000 1200.00+AHw- 100.00000 1200.00 RADIO SERVICE +AHw- +AHw- +AHw- 0007 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0008 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0009 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0010 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 95000.00000 95000.00+AHw- 100000.00000 100000.00+AHw- 115000.00000 115000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 201-01015 LUMP +AHw- 25000.00000 25000.00+AHw- 40000.00000 40000.00+AHw- 46000.00000 46000.00 CLEARING AND GRUBBING +AHw- +AHw- +AHw- 0013 202-01000 LUMP +AHw- 4000.00000 4000.00+AHw- 1000.00000 1000.00+AHw- 20000.00000 20000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE +AHw- +AHw- +AHw- 0014 202-02240 2810.900 SYS +AHw- 15.00000 42163.50+AHw- 8.70000 24454.83+AHw- 10.00000 28109.00 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0015 202-02278 642.000 LFT +AHw- 7.00000 4494.00+AHw- 7.50000 4815.00+AHw- 15.00000 9630.00 CURB, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0016 202-02279 1100.000 LFT +AHw- 7.00000 7700.00+AHw- 4.50000 4950.00+AHw- 15.00000 16500.00 CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0017 202-03000 LUMP +AHw- 15500.00000 15500.00+AHw- 13500.00000 13500.00+AHw- 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL +AHw- +AHw- +AHw- NO. 11 +AHw- +AHw- +AHw- 0018 202-04089 2.000 EACH +AHw- 25.00000 50.00+AHw- 25.00000 50.00+AHw- 150.00000 300.00 SIGN, SHEET, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1212938 +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. I +AHw-ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-05545 800.000 CYS +AHw- 53.25000 42600.00+AHw- 53.25000 42600.00+AHw- 77.41000 61928.00 REGULATED MATERIALS, DISPOSE, C +AHw- +AHw- +AHw- 0020 202-05550 800.000 CYS +AHw- 10.50000 8400.00+AHw- 10.50000 8400.00+AHw- 15.20000 12160.00 REGULATED MATERIALS, REMOVE, C +AHw- +AHw- +AHw- 0021 202-05555 800.000 CYS +AHw- 15.75000 12600.00+AHw- 15.75000 12600.00+AHw- 22.67000 18136.00 REGULATED MATERIALS, TRANSPORT, C +AHw- +AHw- +AHw- 0022 202-05823 2.000 EACH +AHw- 3500.00000 7000.00+AHw- 3500.00000 7000.00+AHw- 4976.12000 9952.24 UNDERGROUND STORAGE TANK, REMOVE AND +AHw- +AHw- +AHw- DISPOSE, UNDER 3000 GAL LONS CAPACITY +AHw- +AHw- +AHw- 0023 202-05826 2.000 EACH +AHw- 5000.00000 10000.00+AHw- 5000.00000 10000.00+AHw- 7187.73000 14375.46 UNDERGROUND STORAGE TANK, REMOVE AND +AHw- +AHw- +AHw- DISPOSE, OVER 10000 GAL LONS CAPACITY +AHw- +AHw- +AHw- 0024 202-08429 10000.000 GAL +AHw- 0.21000 2100.00+AHw- 0.21000 2100.00+AHw- 0.33000 3300.00 REGULATED MATERIALS, DISPOSE, B +AHw- +AHw- +AHw- 0025 202-08430 10000.000 GAL +AHw- 0.53000 5300.00+AHw- 0.53000 5300.00+AHw- 0.77000 7700.00 REGULATED MATERIALS, REMOVE, B +AHw- +AHw- +AHw- 0026 202-08431 10000.000 GAL +AHw- 0.21000 2100.00+AHw- 0.21000 2100.00+AHw- 0.33000 3300.00 REGULATED MATERIALS, TRANSPORT, B +AHw- +AHw- +AHw- 0027 202-09106 6.000 EACH +AHw- 80.00000 480.00+AHw- 80.00000 480.00+AHw- 121.64000 729.84 TESTING FOR CONTAMINATED MATERIALS, +AHw- +AHw- +AHw- MTBE AND BTEX(WATER), 24 HOUR RETURN +AHw- +AHw- +AHw- 0028 202-52710 534.600 SYS +AHw- 12.00000 6415.20+AHw- 9.00000 4811.40+AHw- 25.00000 13365.00 SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0029 202-74045 13.000 EACH +AHw- 25.00000 325.00+AHw- 25.00000 325.00+AHw- 150.00000 1950.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0030 202-92222 51.000 EACH +AHw- 200.00000 10200.00+AHw- 200.00000 10200.00+AHw- 287.51000 14663.01 TESTING FOR CONTAMINATED MATERIALS, TPH +AHw- +AHw- +AHw- (SOIL), 24 HOUR RETURN +AHw- +AHw- +AHw- 0031 202-93047 3.000 EACH +AHw- 500.00000 1500.00+AHw- 390.00000 1170.00+AHw- 750.00000 2250.00 MANHOLE, REMOVE +AHw- +AHw- +AHw- 0032 202-96133 336.000 LFT +AHw- 15.00000 5040.00+AHw- 14.00000 4704.00+AHw- 40.00000 13440.00 PIPE, REMOVE +AHw- +AHw- +AHw- 0033 202-96151 LUMP +AHw- 250.00000 250.00+AHw- 1900.00000 1900.00+AHw- 253.15000 253.15 TRANSPORTATION OF SALVAGEABLE ITEMS +AHw- +AHw- +AHw- 0034 202-96632 1.000 EACH +AHw- 500.00000 500.00+AHw- 500.00000 500.00+AHw- 506.29000 506.29 TRAFFIC SIGNALS AND EQUIPMENT, REMOVE +AHw- +AHw- +AHw- 0035 203-02000 5988.600 CYS +AHw- 25.00000 149715.00+AHw- 26.00000 155703.60+AHw- 27.40000 164087.64 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0036 205-03371 5.000 CYS +AHw- 35.00000 175.00+AHw- 50.00000 250.00+AHw- 100.00000 500.00 SEDIMENT, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1212938 +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. I +AHw-ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 205-06932 160.000 LFT +AHw- 8.05000 1288.00+AHw- 8.05000 1288.00+AHw- 8.05000 1288.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0038 205-06933 8.000 EACH +AHw- 94.00000 752.00+AHw- 94.00000 752.00+AHw- 94.00000 752.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0039 205-06937 500.000 LFT +AHw- 1.30000 650.00+AHw- 1.30000 650.00+AHw- 1.30000 650.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0040 207-08268 12868.500 SYS +AHw- 13.00000 167290.50+AHw- 12.25000 157639.13+AHw- 17.50000 225198.75 SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0041 211-07454 1747.000 CYS +AHw- 15.00000 26205.00+AHw- 20.00000 34940.00+AHw- 20.00000 34940.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0042 213-08058 8.300 CYS +AHw- 135.00000 1120.50+AHw- 90.00000 747.00+AHw- 350.00000 2905.00 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0043 301-07448 1081.100 TON +AHw- 32.70000 35351.97+AHw- 27.00000 29189.70+AHw- 33.00000 35676.30 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0044 303-07449 21.600 TON +AHw- 63.90000 1380.24+AHw- 45.00000 972.00+AHw- 45.00000 972.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0045 306-08034 2368.300 SYS +AHw- 4.00000 9473.20+AHw- 1.62000 3836.65+AHw- 4.00000 9473.20 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0046 401-07335 1043.100 TON +AHw- 74.00000 77189.40+AHw- 67.00000 69887.70+AHw- 67.00000 69887.70 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0047 401-07404 1415.200 TON +AHw- 53.50000 75713.20+AHw- 53.00000 75005.60+AHw- 53.00000 75005.60 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m +AHw- +AHw- +AHw- 0048 401-07409 5192.000 TON +AHw- 43.00000 223256.00+AHw- 40.00000 207680.00+AHw- 40.00000 207680.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0049 401-07429 2081.500 TON +AHw- 50.50000 105115.75+AHw- 50.00000 104075.00+AHw- 50.00000 104075.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0050 402-07442 57.100 TON +AHw- 87.00000 4967.70+AHw- 69.00000 3939.90+AHw- 69.00000 3939.90 HMA BASE, TYPE C +AHw- +AHw- +AHw- 0051 402-07453 1135.900 TON +AHw- 63.00000 71561.70+AHw- 50.00000 56795.00+AHw- 45.00000 51115.50 HMA FOR TEMPORARY PAVEMENT +AHw- +AHw- +AHw- 0052 404-05511 346.200 SYS +AHw- 9.00000 3115.80+AHw- 3.30000 1142.46+AHw- 3.30000 1142.46 SEAL COAT, 2 +AHw- +AHw- +AHw- 0053 406-05520 11.500 TON +AHw- 348.00000 4002.00+AHw- 300.00000 3450.00+AHw- 300.00000 3450.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0054 603-06065 50.000 LFT +AHw- 20.00000 1000.00+AHw- 27.00000 1350.00+AHw- 100.00000 5000.00 FENCE, CHAIN LINK, RESET +AHw- +AHw- +AHw- 0055 604-07894 7.000 SYS +AHw- 151.00000 1057.00+AHw- 105.00000 735.00+AHw- 220.00000 1540.00 CURB RAMP, CONCRETE, A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1212938 +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. I +AHw-ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 604-07899 10.700 SYS +AHw- 136.00000 1455.20+AHw- 135.00000 1444.50+AHw- 200.00000 2140.00 CURB RAMP, CONCRETE, E +AHw- +AHw- +AHw- 0057 604-07900 43.200 SYS +AHw- 118.00000 5097.60+AHw- 135.00000 5832.00+AHw- 150.00000 6480.00 CURB RAMP, CONCRETE, F +AHw- +AHw- +AHw- 0058 604-07901 19.600 SYS +AHw- 174.00000 3410.40+AHw- 125.00000 2450.00+AHw- 338.00000 6624.80 CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0059 604-44251 0.400 CYS +AHw- 2685.00000 1074.00+AHw- 1020.00000 408.00+AHw- 1700.00000 680.00 STEPS, CONCRETE +AHw- +AHw- +AHw- 0060 604-91531 662.900 SYS +AHw- 32.00000 21212.80+AHw- 58.00000 38448.20+AHw- 48.00000 31819.20 SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0061 605-06120 395.000 LFT +AHw- 21.00000 8295.00+AHw- 25.00000 9875.00+AHw- 28.00000 11060.00 CURB, CONCRETE +AHw- +AHw- +AHw- 0062 605-06140 2094.000 LFT +AHw- 18.00000 37692.00+AHw- 17.00000 35598.00+AHw- 20.00000 41880.00 CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0063 610-07486 101.700 TON +AHw- 140.00000 14238.00+AHw- 100.00000 10170.00+AHw- 100.00000 10170.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0064 610-08446 1417.900 SYS +AHw- 42.00000 59551.80+AHw- 62.00000 87909.80+AHw- 54.00000 76566.60 PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0065 611-06497 14.000 EACH +AHw- 145.00000 2030.00+AHw- 176.00000 2464.00+AHw- 143.00000 2002.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0066 611-06498 2.000 EACH +AHw- 175.00000 350.00+AHw- 225.00000 450.00+AHw- 220.00000 440.00 MAILBOX ASSEMBLY, DOUBLE +AHw- +AHw- +AHw- 0067 615-06490 62.000 EACH +AHw- 135.00000 8370.00+AHw- 118.00000 7316.00+AHw- 153.00000 9486.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0068 615-06505 6.000 EACH +AHw- 550.00000 3300.00+AHw- 535.00000 3210.00+AHw- 795.00000 4770.00 MONUMENT, B +AHw- +AHw- +AHw- 0069 616-02320 22.600 SYS +AHw- 3.00000 67.80+AHw- 11.00000 248.60+AHw- 31.74000 717.32 GEOTEXTILES +AHw- +AHw- +AHw- 0070 616-06405 13.700 TON +AHw- 40.00000 548.00+AHw- 42.00000 575.40+AHw- 94.92000 1300.40 RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0071 621-01004 1.000 EACH +AHw- 367.00000 367.00+AHw- 367.00000 367.00+AHw- 364.00000 364.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0072 621-06560 1565.000 SYS +AHw- 0.73000 1142.45+AHw- 0.73000 1142.45+AHw- 0.73000 1142.45 MULCHED SEEDING, U +AHw- +AHw- +AHw- 0073 621-06567 1.000 kGAL +AHw- 10.00000 10.00+AHw- 10.00000 10.00+AHw- 10.00000 10.00 WATER +AHw- +AHw- +AHw- 0074 621-06575 3499.300 SYS +AHw- 2.56000 8958.21+AHw- 3.56000 12457.51+AHw- 2.56000 8958.21 SODDING, NURSERY +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1212938 +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. I +AHw-ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 715-05048 3517.000 LFT +AHw- 4.00000 14068.00+AHw- 4.25000 14947.25+AHw- 3.15000 11078.55 PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0076 715-05149 1776.000 LFT +AHw- 26.00000 46176.00+AHw- 36.00000 63936.00+AHw- 50.00000 88800.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0077 715-05151 106.000 LFT +AHw- 30.00000 3180.00+AHw- 48.00000 5088.00+AHw- 53.00000 5618.00 PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0078 715-05152 277.000 LFT +AHw- 31.00000 8587.00+AHw- 46.00000 12742.00+AHw- 56.00000 15512.00 PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0079 715-05153 300.000 LFT +AHw- 35.00000 10500.00+AHw- 46.00000 13800.00+AHw- 65.00000 19500.00 PIPE, TYPE 2, CIRCULAR, 21 IN. +AHw- +AHw- +AHw- 0080 715-05154 564.000 LFT +AHw- 37.00000 20868.00+AHw- 61.00000 34404.00+AHw- 67.00000 37788.00 PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0081 715-05155 352.000 LFT +AHw- 45.00000 15840.00+AHw- 65.00000 22880.00+AHw- 77.00000 27104.00 PIPE, TYPE 2, CIRCULAR, 27 IN. +AHw- +AHw- +AHw- 0082 715-08306 189.900 TON +AHw- 82.50000 15666.75+AHw- 10.00000 1899.00+AHw- 90.00000 17091.00 HMA FOR STRUCTURE INSTALLATION, TYPE C +AHw- +AHw- +AHw- 0083 715-08671 1.000 EACH +AHw- 2500.00000 2500.00+AHw- 1000.00000 1000.00+AHw- 2500.00000 2500.00 CONCRETE ANCHOR, 27 IN. +AHw- +AHw- +AHw- 0084 718-06532 205.000 LFT +AHw- 5.50000 1127.50+AHw- 1.00000 205.00+AHw- 1.00000 205.00 VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0085 718-52610 321.100 CYS +AHw- 40.00000 12844.00+AHw- 33.90000 10885.29+AHw- 33.40000 10724.74 AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0086 718-99153 2883.200 SYS +AHw- 1.00000 2883.20+AHw- 1.70000 4901.44+AHw- 1.70000 4901.44 GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0087 720-44000 1.000 EACH +AHw- 500.00000 500.00+AHw- 500.00000 500.00+AHw- 650.00000 650.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0088 720-45030 6.000 EACH +AHw- 1300.00000 7800.00+AHw- 1300.00000 7800.00+AHw- 2300.00000 13800.00 INLET, E7 +AHw- +AHw- +AHw- 0089 720-45410 10.000 EACH +AHw- 1900.00000 19000.00+AHw- 2000.00000 20000.00+AHw- 2700.00000 27000.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0090 720-45415 3.000 EACH +AHw- 2500.00000 7500.00+AHw- 2700.00000 8100.00+AHw- 3600.00000 10800.00 MANHOLE, D4 +AHw- +AHw- +AHw- 0091 720-93409 10.000 EACH +AHw- 2100.00000 21000.00+AHw- 2000.00000 20000.00+AHw- 3200.00000 32000.00 INLET, B15, MODIFIED +AHw- +AHw- +AHw- 0092 720-93411 6.000 EACH +AHw- 2100.00000 12600.00+AHw- 2200.00000 13200.00+AHw- 3500.00000 21000.00 INLET, C15, MODIFIED +AHw- +AHw- +AHw- 0093 720-94612 1.000 EACH +AHw- 3900.00000 3900.00+AHw- 4900.00000 4900.00+AHw- 4800.00000 4800.00 MANHOLE, K4 +AHw- +AHw- +AHw- 0094 720-98555 3.000 EACH +AHw- 2100.00000 6300.00+AHw- 2000.00000 6000.00+AHw- 3500.00000 10500.00 INLET, C15 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1212938 +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. I +AHw-ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 801-06207 13895.000 LFT +AHw- 0.72000 10004.40+AHw- 0.72000 10004.40+AHw- 0.89000 12366.55 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0096 801-06577 100.000 LFT +AHw- 6.00000 600.00+AHw- 6.00000 600.00+AHw- 5.40000 540.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0097 801-06640 27.000 EACH +AHw- 112.00000 3024.00+AHw- 112.00000 3024.00+AHw- 174.00000 4698.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0098 801-06645 10.000 EACH +AHw- 29.88000 298.80+AHw- 29.88000 298.80+AHw- 48.00000 480.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0099 801-06775 LUMP +AHw- 54200.75000 54200.75+AHw- 47000.00000 47000.00+AHw- 11600.00000 11600.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0100 801-07023 2.000 EACH +AHw- 500.00000 1000.00+AHw- 4675.00000 9350.00+AHw- 4500.00000 9000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0101 801-07118 130.000 LFT +AHw- 9.88000 1284.40+AHw- 9.88000 1284.40+AHw- 16.00000 2080.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0102 801-08401 1242.000 LFT +AHw- 21.60000 26827.20+AHw- 20.00000 24840.00+AHw- 15.00000 18630.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- 0103 802-05701 137.000 LFT +AHw- 8.00000 1096.00+AHw- 8.00000 1096.00+AHw- 8.10000 1109.70 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0104 802-05702 24.000 LFT +AHw- 7.75000 186.00+AHw- 7.75000 186.00+AHw- 7.85000 188.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0105 802-76025 88.300 SFT +AHw- 19.00000 1677.70+AHw- 19.00000 1677.70+AHw- 19.24000 1698.89 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0106 802-76035 15.400 SFT +AHw- 21.00000 323.40+AHw- 21.00000 323.40+AHw- 21.26000 327.40 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0107 802-99058 15.000 EACH +AHw- 25.00000 375.00+AHw- 25.00000 375.00+AHw- 25.31000 379.65 SHEET SIGN, INSTALL +AHw- +AHw- +AHw- 0108 802-99060 1.000 EACH +AHw- 100.00000 100.00+AHw- 100.00000 100.00+AHw- 101.26000 101.26 SIGN AND SUPPORT, WOOD POST, REMOVE +AHw- +AHw- +AHw- 0109 805-01815 4.000 EACH +AHw- 1800.00000 7200.00+AHw- 1800.00000 7200.00+AHw- 1822.66000 7290.64 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0110 805-01842 5.000 EACH +AHw- 650.00000 3250.00+AHw- 650.00000 3250.00+AHw- 658.18000 3290.90 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1212938 +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. I +AHw-ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 805-01844 775.000 LFT +AHw- 11.00000 8525.00+AHw- 11.00000 8525.00+AHw- 11.14000 8633.50 CONDUIT, STEEL, GALVANIZED, 2 IN., +AHw- +AHw- +AHw- UNDERGROUND +AHw- +AHw- +AHw- 0112 805-78100 1.000 EACH +AHw- 11000.00000 11000.00+AHw- 11000.00000 11000.00+AHw- 11138.45000 11138.45 CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0113 805-78205 3.000 EACH +AHw- 550.00000 1650.00+AHw- 550.00000 1650.00+AHw- 556.92000 1670.76 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0114 805-78230 5.000 EACH +AHw- 950.00000 4750.00+AHw- 950.00000 4750.00+AHw- 961.96000 4809.80 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0115 805-78415 4.000 EACH +AHw- 1100.00000 4400.00+AHw- 1100.00000 4400.00+AHw- 1113.85000 4455.40 SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0116 805-78420 4.000 EACH +AHw- 275.00000 1100.00+AHw- 275.00000 1100.00+AHw- 278.46000 1113.84 DISCONNECT HANGER +AHw- +AHw- +AHw- 0117 805-78445 1.000 EACH +AHw- 650.00000 650.00+AHw- 650.00000 650.00+AHw- 658.18000 658.18 SIGNAL SERVICE +AHw- +AHw- +AHw- 0118 805-78467 100.000 LFT +AHw- 2.50000 250.00+AHw- 2.50000 250.00+AHw- 2.53000 253.00 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0119 805-78485 170.000 LFT +AHw- 1.50000 255.00+AHw- 1.50000 255.00+AHw- 1.52000 258.40 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0120 805-78490 920.000 LFT +AHw- 1.75000 1610.00+AHw- 1.75000 1610.00+AHw- 1.77000 1628.40 SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0121 805-78510 1400.000 LFT +AHw- 1.25000 1750.00+AHw- 1.25000 1750.00+AHw- 1.27000 1778.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0122 805-78746 790.000 LFT +AHw- 7.00000 5530.00+AHw- 7.00000 5530.00+AHw- 7.09000 5601.10 PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- 0123 805-78785 6.000 EACH +AHw- 600.00000 3600.00+AHw- 600.00000 3600.00+AHw- 607.55000 3645.30 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0124 805-78925 1.000 EACH +AHw- 600.00000 600.00+AHw- 600.00000 600.00+AHw- 607.55000 607.55 CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0125 805-81032 4.000 EACH +AHw- 4200.00000 16800.00+AHw- 4200.00000 16800.00+AHw- 4252.86000 17011.44 SIGNAL STRAIN POLE, STEEL, 30 FT. +AHw- +AHw- +AHw- 0126 805-92504 3.000 EACH +AHw- 315.00000 945.00+AHw- 315.00000 945.00+AHw- 318.96000 956.88 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0127 808-06703 2145.000 LFT +AHw- 0.52000 1115.40+AHw- 0.52000 1115.40+AHw- 0.45000 965.25 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0128 808-06713 650.000 LFT +AHw- 0.53000 344.50+AHw- 0.53000 344.50+AHw- 1.95000 1267.50 LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1151771 +AHw-( 3 ) 35-1212938 +AHw-E +ACY- B PAVING INC +AHw-CALUMET ASPHALT PAVING CO. I +AHw-ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 808-75245 4954.000 LFT +AHw- 0.52000 2576.08+AHw- 0.52000 2576.08+AHw- 0.43000 2130.22 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0130 808-75297 142.000 LFT +AHw- 5.50000 781.00+AHw- 5.50000 781.00+AHw- 7.80000 1107.60 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0131 808-75320 6.000 EACH +AHw- 75.00000 450.00+AHw- 75.00000 450.00+AHw- 6.00000 36.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0132 808-75325 5.000 EACH +AHw- 85.00000 425.00+AHw- 85.00000 425.00+AHw- 125.00000 625.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0133 808-75998 110.000 EACH +AHw- 15.90000 1749.00+AHw- 15.90000 1749.00+AHw- 31.81000 3499.10 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0134 105-07039 12.000 MOS +AHw- 2550.00000 30600.00+AHw- 1800.00000 21600.00+AHw- 3500.00000 42000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0135 801-04308 4.000 EACH +AHw- 256.00000 1024.00+AHw- 256.00000 1024.00+AHw- 345.00000 1380.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0136 801-06625 20.000 EACH +AHw- 64.00000 1280.00+AHw- 64.00000 1280.00+AHw- 98.00000 1960.00 DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0137 801-94295 12.000 EACH +AHw- 90.00000 1080.00+AHw- 90.00000 1080.00+AHw- 91.13000 1093.56 SIGNAL HEAD, RELOCATE +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,917,000.00+AHw- +ACQ- 1,927,257.09+AHw- +ACQ- 2,237,180.37 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,917,000.00+AHw- +ACQ- 1,927,257.09+AHw- +ACQ- 2,237,180.37 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-0918397 +AHw-( 5 ) 35-1917625 +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 23580.00000 23580.00+AHw- 23129.68000 23129.68+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 1.000 EACH +AHw- 50.00000 50.00+AHw- 400.00000 400.00+AHw- RADIO +AHw- +AHw- +AHw- 0004 105-08520 2.000 EACH +AHw- 100.00000 200.00+AHw- 130.00000 260.00+AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 24.000 MOS +AHw- 100.00000 2400.00+AHw- 150.00000 3600.00+AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 105-08523 12.000 MOS +AHw- 50.00000 600.00+AHw- 125.00000 1500.00+AHw- RADIO SERVICE +AHw- +AHw- +AHw- 0007 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0008 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0009 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0010 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 112500.00000 112500.00+AHw- 110000.00000 110000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 201-01015 LUMP +AHw- 36000.00000 36000.00+AHw- 40000.00000 40000.00+AHw- CLEARING AND GRUBBING +AHw- +AHw- +AHw- 0013 202-01000 LUMP +AHw- 7000.00000 7000.00+AHw- 6000.00000 6000.00+AHw- STRUCTURES AND OBSTRUCTIONS, REMOVE +AHw- +AHw- +AHw- 0014 202-02240 2810.900 SYS +AHw- 14.50000 40758.05+AHw- 13.00000 36541.70+AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0015 202-02278 642.000 LFT +AHw- 15.00000 9630.00+AHw- 7.00000 4494.00+AHw- CURB, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0016 202-02279 1100.000 LFT +AHw- 10.50000 11550.00+AHw- 9.00000 9900.00+AHw- CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0017 202-03000 LUMP +AHw- 13500.00000 13500.00+AHw- 25000.00000 25000.00+AHw- HOUSES AND BUILDINGS, REMOVE , PARCEL +AHw- +AHw- +AHw- NO. 11 +AHw- +AHw- +AHw- 0018 202-04089 2.000 EACH +AHw- 54.00000 108.00+AHw- 25.00000 50.00+AHw- SIGN, SHEET, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-0918397 +AHw-( 5 ) 35-1917625 +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-05545 800.000 CYS +AHw- 53.25000 42600.00+AHw- 54.00000 43200.00+AHw- REGULATED MATERIALS, DISPOSE, C +AHw- +AHw- +AHw- 0020 202-05550 800.000 CYS +AHw- 10.50000 8400.00+AHw- 17.00000 13600.00+AHw- REGULATED MATERIALS, REMOVE, C +AHw- +AHw- +AHw- 0021 202-05555 800.000 CYS +AHw- 15.75000 12600.00+AHw- 16.00000 12800.00+AHw- REGULATED MATERIALS, TRANSPORT, C +AHw- +AHw- +AHw- 0022 202-05823 2.000 EACH +AHw- 3500.00000 7000.00+AHw- 3500.00000 7000.00+AHw- UNDERGROUND STORAGE TANK, REMOVE AND +AHw- +AHw- +AHw- DISPOSE, UNDER 3000 GAL LONS CAPACITY +AHw- +AHw- +AHw- 0023 202-05826 2.000 EACH +AHw- 5000.00000 10000.00+AHw- 5000.00000 10000.00+AHw- UNDERGROUND STORAGE TANK, REMOVE AND +AHw- +AHw- +AHw- DISPOSE, OVER 10000 GAL LONS CAPACITY +AHw- +AHw- +AHw- 0024 202-08429 10000.000 GAL +AHw- 0.21000 2100.00+AHw- 0.21000 2100.00+AHw- REGULATED MATERIALS, DISPOSE, B +AHw- +AHw- +AHw- 0025 202-08430 10000.000 GAL +AHw- 0.53000 5300.00+AHw- 0.53000 5300.00+AHw- REGULATED MATERIALS, REMOVE, B +AHw- +AHw- +AHw- 0026 202-08431 10000.000 GAL +AHw- 0.21000 2100.00+AHw- 0.21000 2100.00+AHw- REGULATED MATERIALS, TRANSPORT, B +AHw- +AHw- +AHw- 0027 202-09106 6.000 EACH +AHw- 80.00000 480.00+AHw- 80.00000 480.00+AHw- TESTING FOR CONTAMINATED MATERIALS, +AHw- +AHw- +AHw- MTBE AND BTEX(WATER), 24 HOUR RETURN +AHw- +AHw- +AHw- 0028 202-52710 534.600 SYS +AHw- 15.00000 8019.00+AHw- 6.00000 3207.60+AHw- SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0029 202-74045 13.000 EACH +AHw- 54.00000 702.00+AHw- 25.00000 325.00+AHw- SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0030 202-92222 51.000 EACH +AHw- 200.00000 10200.00+AHw- 200.00000 10200.00+AHw- TESTING FOR CONTAMINATED MATERIALS, TPH +AHw- +AHw- +AHw- (SOIL), 24 HOUR RETURN +AHw- +AHw- +AHw- 0031 202-93047 3.000 EACH +AHw- 1000.00000 3000.00+AHw- 800.00000 2400.00+AHw- MANHOLE, REMOVE +AHw- +AHw- +AHw- 0032 202-96133 336.000 LFT +AHw- 20.00000 6720.00+AHw- 16.00000 5376.00+AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0033 202-96151 LUMP +AHw- 637.00000 637.00+AHw- 250.00000 250.00+AHw- TRANSPORTATION OF SALVAGEABLE ITEMS +AHw- +AHw- +AHw- 0034 202-96632 1.000 EACH +AHw- 2853.00000 2853.00+AHw- 500.00000 500.00+AHw- TRAFFIC SIGNALS AND EQUIPMENT, REMOVE +AHw- +AHw- +AHw- 0035 203-02000 5988.600 CYS +AHw- 22.00000 131749.20+AHw- 20.00000 119772.00+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0036 205-03371 5.000 CYS +AHw- 100.00000 500.00+AHw- 400.00000 2000.00+AHw- SEDIMENT, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-0918397 +AHw-( 5 ) 35-1917625 +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 205-06932 160.000 LFT +AHw- 8.05000 1288.00+AHw- 8.10000 1296.00+AHw- TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0038 205-06933 8.000 EACH +AHw- 94.00000 752.00+AHw- 95.00000 760.00+AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0039 205-06937 500.000 LFT +AHw- 1.30000 650.00+AHw- 1.40000 700.00+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0040 207-08268 12868.500 SYS +AHw- 14.00000 180159.00+AHw- 19.00000 244501.50+AHw- SUBGRADE TREATMENT, TYPE IV +AHw- +AHw- +AHw- 0041 211-07454 1747.000 CYS +AHw- 15.00000 26205.00+AHw- 30.00000 52410.00+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0042 213-08058 8.300 CYS +AHw- 150.00000 1245.00+AHw- 200.00000 1660.00+AHw- FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0043 301-07448 1081.100 TON +AHw- 25.00000 27027.50+AHw- 33.00000 35676.30+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0044 303-07449 21.600 TON +AHw- 45.00000 972.00+AHw- 40.00000 864.00+AHw- COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0045 306-08034 2368.300 SYS +AHw- 5.00000 11841.50+AHw- 1.00000 2368.30+AHw- MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0046 401-07335 1043.100 TON +AHw- 87.00000 90749.70+AHw- 90.00000 93879.00+AHw- QC/QA-HMA, 4, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0047 401-07404 1415.200 TON +AHw- 61.00000 86327.20+AHw- 65.00000 91988.00+AHw- QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m +AHw- +AHw- +AHw- 0048 401-07409 5192.000 TON +AHw- 51.00000 264792.00+AHw- 54.00000 280368.00+AHw- QC/QA-HMA, 4, 64, BASE, 25.0 mm +AHw- +AHw- +AHw- 0049 401-07429 2081.500 TON +AHw- 62.00000 129053.00+AHw- 59.00000 122808.50+AHw- QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 +AHw- +AHw- +AHw- mm +AHw- +AHw- +AHw- 0050 402-07442 57.100 TON +AHw- 97.00000 5538.70+AHw- 160.00000 9136.00+AHw- HMA BASE, TYPE C +AHw- +AHw- +AHw- 0051 402-07453 1135.900 TON +AHw- 79.00000 89736.10+AHw- 70.00000 79513.00+AHw- HMA FOR TEMPORARY PAVEMENT +AHw- +AHw- +AHw- 0052 404-05511 346.200 SYS +AHw- 20.00000 6924.00+AHw- 15.00000 5193.00+AHw- SEAL COAT, 2 +AHw- +AHw- +AHw- 0053 406-05520 11.500 TON +AHw- 400.00000 4600.00+AHw- 290.00000 3335.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0054 603-06065 50.000 LFT +AHw- 27.00000 1350.00+AHw- 27.00000 1350.00+AHw- FENCE, CHAIN LINK, RESET +AHw- +AHw- +AHw- 0055 604-07894 7.000 SYS +AHw- 115.00000 805.00+AHw- 175.00000 1225.00+AHw- CURB RAMP, CONCRETE, A +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( 5 ) 35-1917625 +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 604-07899 10.700 SYS +AHw- 115.00000 1230.50+AHw- 178.00000 1904.60+AHw- CURB RAMP, CONCRETE, E +AHw- +AHw- +AHw- 0057 604-07900 43.200 SYS +AHw- 115.00000 4968.00+AHw- 178.00000 7689.60+AHw- CURB RAMP, CONCRETE, F +AHw- +AHw- +AHw- 0058 604-07901 19.600 SYS +AHw- 115.00000 2254.00+AHw- 182.00000 3567.20+AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0059 604-44251 0.400 CYS +AHw- 5000.00000 2000.00+AHw- 2100.00000 840.00+AHw- STEPS, CONCRETE +AHw- +AHw- +AHw- 0060 604-91531 662.900 SYS +AHw- 43.00000 28504.70+AHw- 37.00000 24527.30+AHw- SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0061 605-06120 395.000 LFT +AHw- 21.00000 8295.00+AHw- 22.00000 8690.00+AHw- CURB, CONCRETE +AHw- +AHw- +AHw- 0062 605-06140 2094.000 LFT +AHw- 16.00000 33504.00+AHw- 22.00000 46068.00+AHw- CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0063 610-07486 101.700 TON +AHw- 110.00000 11187.00+AHw- 175.00000 17797.50+AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0064 610-08446 1417.900 SYS +AHw- 61.00000 86491.90+AHw- 50.00000 70895.00+AHw- PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0065 611-06497 14.000 EACH +AHw- 176.00000 2464.00+AHw- 176.00000 2464.00+AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0066 611-06498 2.000 EACH +AHw- 225.00000 450.00+AHw- 225.00000 450.00+AHw- MAILBOX ASSEMBLY, DOUBLE +AHw- +AHw- +AHw- 0067 615-06490 62.000 EACH +AHw- 118.00000 7316.00+AHw- 120.00000 7440.00+AHw- RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0068 615-06505 6.000 EACH +AHw- 535.00000 3210.00+AHw- 540.00000 3240.00+AHw- MONUMENT, B +AHw- +AHw- +AHw- 0069 616-02320 22.600 SYS +AHw- 8.00000 180.80+AHw- 4.00000 90.40+AHw- GEOTEXTILES +AHw- +AHw- +AHw- 0070 616-06405 13.700 TON +AHw- 55.00000 753.50+AHw- 60.00000 822.00+AHw- RIPRAP, REVETMENT +AHw- +AHw- +AHw- 0071 621-01004 1.000 EACH +AHw- 367.00000 367.00+AHw- 367.00000 367.00+AHw- MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0072 621-06560 1565.000 SYS +AHw- 0.73000 1142.45+AHw- 3.00000 4695.00+AHw- MULCHED SEEDING, U +AHw- +AHw- +AHw- 0073 621-06567 1.000 kGAL +AHw- 10.00000 10.00+AHw- 10.00000 10.00+AHw- WATER +AHw- +AHw- +AHw- 0074 621-06575 3499.300 SYS +AHw- 2.56000 8958.21+AHw- 7.25000 25369.93+AHw- SODDING, NURSERY +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( 5 ) 35-1917625 +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 715-05048 3517.000 LFT +AHw- 3.15000 11078.55+AHw- 3.20000 11254.40+AHw- PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0076 715-05149 1776.000 LFT +AHw- 52.00000 92352.00+AHw- 35.00000 62160.00+AHw- PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0077 715-05151 106.000 LFT +AHw- 53.00000 5618.00+AHw- 40.00000 4240.00+AHw- PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0078 715-05152 277.000 LFT +AHw- 54.00000 14958.00+AHw- 45.00000 12465.00+AHw- PIPE, TYPE 2, CIRCULAR, 18 IN. +AHw- +AHw- +AHw- 0079 715-05153 300.000 LFT +AHw- 55.00000 16500.00+AHw- 50.00000 15000.00+AHw- PIPE, TYPE 2, CIRCULAR, 21 IN. +AHw- +AHw- +AHw- 0080 715-05154 564.000 LFT +AHw- 66.00000 37224.00+AHw- 52.00000 29328.00+AHw- PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0081 715-05155 352.000 LFT +AHw- 82.00000 28864.00+AHw- 56.00000 19712.00+AHw- PIPE, TYPE 2, CIRCULAR, 27 IN. +AHw- +AHw- +AHw- 0082 715-08306 189.900 TON +AHw- 210.00000 39879.00+AHw- 200.00000 37980.00+AHw- HMA FOR STRUCTURE INSTALLATION, TYPE C +AHw- +AHw- +AHw- 0083 715-08671 1.000 EACH +AHw- 1650.00000 1650.00+AHw- 3000.00000 3000.00+AHw- CONCRETE ANCHOR, 27 IN. +AHw- +AHw- +AHw- 0084 718-06532 205.000 LFT +AHw- 1.00000 205.00+AHw- 9.25000 1896.25+AHw- VIDEO INSPECTION FOR UNDERDRAINS +AHw- +AHw- +AHw- 0085 718-52610 321.100 CYS +AHw- 33.40000 10724.74+AHw- 34.00000 10917.40+AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0086 718-99153 2883.200 SYS +AHw- 1.70000 4901.44+AHw- 1.70000 4901.44+AHw- GEOTEXTILES FOR UNDERDRAIN +AHw- +AHw- +AHw- 0087 720-44000 1.000 EACH +AHw- 800.00000 800.00+AHw- 500.00000 500.00+AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0088 720-45030 6.000 EACH +AHw- 1600.00000 9600.00+AHw- 1500.00000 9000.00+AHw- INLET, E7 +AHw- +AHw- +AHw- 0089 720-45410 10.000 EACH +AHw- 2100.00000 21000.00+AHw- 2100.00000 21000.00+AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0090 720-45415 3.000 EACH +AHw- 7600.00000 22800.00+AHw- 4200.00000 12600.00+AHw- MANHOLE, D4 +AHw- +AHw- +AHw- 0091 720-93409 10.000 EACH +AHw- 2500.00000 25000.00+AHw- 2200.00000 22000.00+AHw- INLET, B15, MODIFIED +AHw- +AHw- +AHw- 0092 720-93411 6.000 EACH +AHw- 2900.00000 17400.00+AHw- 2400.00000 14400.00+AHw- INLET, C15, MODIFIED +AHw- +AHw- +AHw- 0093 720-94612 1.000 EACH +AHw- 4100.00000 4100.00+AHw- 3600.00000 3600.00+AHw- MANHOLE, K4 +AHw- +AHw- +AHw- 0094 720-98555 3.000 EACH +AHw- 2900.00000 8700.00+AHw- 2400.00000 7200.00+AHw- INLET, C15 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( 5 ) 35-1917625 +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 801-06207 13895.000 LFT +AHw- 0.72000 10004.40+AHw- 1.00000 13895.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0096 801-06577 100.000 LFT +AHw- 6.00000 600.00+AHw- 10.25000 1025.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0097 801-06640 27.000 EACH +AHw- 112.00000 3024.00+AHw- 120.00000 3240.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0098 801-06645 10.000 EACH +AHw- 29.88000 298.80+AHw- 33.00000 330.00+AHw- CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0099 801-06775 LUMP +AHw- 55437.23000 55437.23+AHw- 25000.00000 25000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0100 801-07023 2.000 EACH +AHw- 4675.00000 9350.00+AHw- 2500.00000 5000.00+AHw- ENERGY ABSORBING TERMINAL, CZ, TL-2 +AHw- +AHw- +AHw- 0101 801-07118 130.000 LFT +AHw- 9.88000 1284.40+AHw- 9.50000 1235.00+AHw- BARRICADE, III-A +AHw- +AHw- +AHw- 0102 801-08401 1242.000 LFT +AHw- 25.00000 31050.00+AHw- 20.00000 24840.00+AHw- TEMPORARY TRAFFIC BARRIER, TYPE 2 +AHw- +AHw- +AHw- 0103 802-05701 137.000 LFT +AHw- 15.00000 2055.00+AHw- 8.00000 1096.00+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0104 802-05702 24.000 LFT +AHw- 13.00000 312.00+AHw- 7.80000 187.20+AHw- SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0105 802-76025 88.300 SFT +AHw- 30.50000 2693.15+AHw- 19.00000 1677.70+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0106 802-76035 15.400 SFT +AHw- 32.00000 492.80+AHw- 21.00000 323.40+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.100 IN. THICKNESS +AHw- +AHw- +AHw- 0107 802-99058 15.000 EACH +AHw- 58.50000 877.50+AHw- 25.00000 375.00+AHw- SHEET SIGN, INSTALL +AHw- +AHw- +AHw- 0108 802-99060 1.000 EACH +AHw- 864.00000 864.00+AHw- 100.00000 100.00+AHw- SIGN AND SUPPORT, WOOD POST, REMOVE +AHw- +AHw- +AHw- 0109 805-01815 4.000 EACH +AHw- 3313.00000 13252.00+AHw- 1800.00000 7200.00+AHw- SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 +AHw- +AHw- +AHw- FT. +AHw- +AHw- +AHw- 0110 805-01842 5.000 EACH +AHw- 795.00000 3975.00+AHw- 660.00000 3300.00+AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( 5 ) 35-1917625 +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 805-01844 775.000 LFT +AHw- 13.00000 10075.00+AHw- 11.00000 8525.00+AHw- CONDUIT, STEEL, GALVANIZED, 2 IN., +AHw- +AHw- +AHw- UNDERGROUND +AHw- +AHw- +AHw- 0112 805-78100 1.000 EACH +AHw- 8984.00000 8984.00+AHw- 11100.00000 11100.00+AHw- CONTROLLER AND CABINET, MENU DRIVEN, 8 +AHw- +AHw- +AHw- PHASE +AHw- +AHw- +AHw- 0113 805-78205 3.000 EACH +AHw- 443.00000 1329.00+AHw- 555.00000 1665.00+AHw- TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0114 805-78230 5.000 EACH +AHw- 706.00000 3530.00+AHw- 960.00000 4800.00+AHw- TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0115 805-78415 4.000 EACH +AHw- 1651.00000 6604.00+AHw- 1100.00000 4400.00+AHw- SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0116 805-78420 4.000 EACH +AHw- 219.00000 876.00+AHw- 280.00000 1120.00+AHw- DISCONNECT HANGER +AHw- +AHw- +AHw- 0117 805-78445 1.000 EACH +AHw- 652.00000 652.00+AHw- 655.00000 655.00+AHw- SIGNAL SERVICE +AHw- +AHw- +AHw- 0118 805-78467 100.000 LFT +AHw- 1.90000 190.00+AHw- 2.50000 250.00+AHw- SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0119 805-78485 170.000 LFT +AHw- 1.20000 204.00+AHw- 1.50000 255.00+AHw- SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0120 805-78490 920.000 LFT +AHw- 1.30000 1196.00+AHw- 1.75000 1610.00+AHw- SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0121 805-78510 1400.000 LFT +AHw- 0.80000 1120.00+AHw- 1.25000 1750.00+AHw- SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0122 805-78746 790.000 LFT +AHw- 0.05000 39.50+AHw- 7.00000 5530.00+AHw- PREFORMED LOOP DETECTORS +AHw- +AHw- +AHw- 0123 805-78785 6.000 EACH +AHw- 824.00000 4944.00+AHw- 605.00000 3630.00+AHw- SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0124 805-78925 1.000 EACH +AHw- 978.00000 978.00+AHw- 605.00000 605.00+AHw- CONTROLLER CABINET FOUNDATION, P1 +AHw- +AHw- +AHw- 0125 805-81032 4.000 EACH +AHw- 3512.00000 14048.00+AHw- 4220.00000 16880.00+AHw- SIGNAL STRAIN POLE, STEEL, 30 FT. +AHw- +AHw- +AHw- 0126 805-92504 3.000 EACH +AHw- 203.00000 609.00+AHw- 320.00000 960.00+AHw- LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0127 808-06703 2145.000 LFT +AHw- 0.52000 1115.40+AHw- 0.50000 1072.50+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0128 808-06713 650.000 LFT +AHw- 0.53000 344.50+AHw- 1.00000 650.00+AHw- LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 310 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 2,135,000.00 ROUTE : US 136 CALL ORDER : 310 CONTRACT ID : R -28871-A COUNTIES : HENDRICKS LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MARION SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( 5 ) 35-1917625 +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw-MILESTONE CONTRACTORS, L.P. +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 808-75245 4954.000 LFT +AHw- 0.52000 2576.08+AHw- 0.50000 2477.00+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0130 808-75297 142.000 LFT +AHw- 5.50000 781.00+AHw- 6.80000 965.60+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0131 808-75320 6.000 EACH +AHw- 75.00000 450.00+AHw- 65.00000 390.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0132 808-75325 5.000 EACH +AHw- 85.00000 425.00+AHw- 88.00000 440.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0133 808-75998 110.000 EACH +AHw- 34.85000 3833.50+AHw- 23.00000 2530.00+AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0134 105-07039 12.000 MOS +AHw- 2500.00000 30000.00+AHw- 2500.00000 30000.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0135 801-04308 4.000 EACH +AHw- 256.00000 1024.00+AHw- 230.00000 920.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0136 801-06625 20.000 EACH +AHw- 64.00000 1280.00+AHw- 65.00000 1300.00+AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0137 801-94295 12.000 EACH +AHw- 227.00000 2724.00+AHw- 91.00000 1092.00+AHw- SIGNAL HEAD, RELOCATE +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 2,255,000.00+AHw- +ACQ- 2,255,000.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 2,255,000.00+AHw- +ACQ- 2,255,000.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 340 -1 VENDOR RANKING CALL ORDER : 340 CONTRACT ID : R -29055-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 10/05/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 52200015 52200015 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING INC +ACQ- 1,323,845.00 100.0000+ACU- 2 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 1,324,025.21 100.0136+ACU- 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 1,367,225.95 103.2769+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,730,000.00 ROUTE : CALL ORDER : 340 CONTRACT ID : R -29055-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1185040 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1065659 +AHw-NIBLOCK EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Category Number 0001 +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 25000.00000 25000.00+AHw- 20000.00000 20000.00+AHw- 32521.00000 32521.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 7.000 MOS +AHw- 2500.00000 17500.00+AHw- 2000.00000 14000.00+AHw- 1940.00000 13580.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 105-08520 1.000 EACH +AHw- 130.00000 130.00+AHw- 170.00000 170.00+AHw- 100.00000 100.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 1.000 MOS +AHw- 75.00000 75.00+AHw- 220.00000 220.00+AHw- 50.00000 50.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0007 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0008 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0009 110-01001 LUMP +AHw- 96502.48000 96502.48+AHw- 90000.00000 90000.00+AHw- 68300.00000 68300.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0010 201-52370 LUMP +AHw- 50000.00000 50000.00+AHw- 50000.00000 50000.00+AHw- 42300.00000 42300.00 CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0011 202-02240 29.000 m2 +AHw- 40.00000 1160.00+AHw- 49.50000 1435.50+AHw- 100.00000 2900.00 PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0012 202-02279 178.000 m +AHw- 14.00000 2492.00+AHw- 19.50000 3471.00+AHw- 16.00000 2848.00 CURB AND GUTTER, REMOVE +AHw- +AHw- +AHw- 0013 202-02637 98.600 m +AHw- 20.00000 1972.00+AHw- 30.00000 2958.00+AHw- 30.00000 2958.00 PIPE, ABANDON AND GROUT +AHw- +AHw- +AHw- 0016 202-78515 LUMP +AHw- 1500.00000 1500.00+AHw- 1500.00000 1500.00+AHw- 1500.00000 1500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE +AHw- +AHw- +AHw- 0017 202-91385 1.000 EACH +AHw- 275.00000 275.00+AHw- 230.00000 230.00+AHw- 225.00000 225.00 INLET, REMOVE +AHw- +AHw- +AHw- 0018 202-91385 3.000 EACH +AHw- 275.00000 825.00+AHw- 400.00000 1200.00+AHw- 400.00000 1200.00 INLET, REMOVE , PORTIONS +AHw- +AHw- +AHw- 0019 202-96133 21.000 m +AHw- 33.00000 693.00+AHw- 22.00000 462.00+AHw- 22.00000 462.00 PIPE, REMOVE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,730,000.00 ROUTE : CALL ORDER : 340 CONTRACT ID : R -29055-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1185040 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1065659 +AHw-NIBLOCK EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02000 8970.000 m3 +AHw- 14.50000 130065.00+AHw- 12.75000 114367.50+AHw- 13.10000 117507.00 EXCAVATION, COMMON +AHw- +AHw- +AHw- 0021 205-03371 135.000 m3 +AHw- 25.00000 3375.00+AHw- 17.80000 2403.00+AHw- 33.70000 4549.50 SEDIMENT REMOVE +AHw- +AHw- +AHw- 0022 205-06932 92.000 m +AHw- 30.00000 2760.00+AHw- 30.00000 2760.00+AHw- 30.00000 2760.00 TEMPORARY CHECK DAM, STRAW BALES +AHw- +AHw- +AHw- 0023 205-06933 9.000 EACH +AHw- 90.00000 810.00+AHw- 90.00000 810.00+AHw- 90.00000 810.00 TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0024 205-06937 95.000 m +AHw- 5.90000 560.50+AHw- 5.90000 560.50+AHw- 5.90000 560.50 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0025 207-08263 8530.000 m2 +AHw- 11.50000 98095.00+AHw- 9.60000 81888.00+AHw- 11.10000 94683.00 SUBGRADE TREATMENT, TYPE IA +AHw- +AHw- +AHw- 0026 207-08267 1344.000 m2 +AHw- 8.50000 11424.00+AHw- 12.00000 16128.00+AHw- 8.20000 11020.80 SUBGRADE TREATMENT, TYPE IIIA +AHw- +AHw- +AHw- 0027 211-07454 348.000 m3 +AHw- 10.00000 3480.00+AHw- 1.00000 348.00+AHw- 7.00000 2436.00 STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0028 301-07448 4340.000 Mg +AHw- 17.50000 75950.00+AHw- 21.25000 92225.00+AHw- 17.00000 73780.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0029 304-07493 1595.000 Mg +AHw- 70.00000 111650.00+AHw- 35.00000 55825.00+AHw- 48.60000 77517.00 WIDENING WITH HMA, TYPE B +AHw- +AHw- +AHw- 0030 306-08033 6359.000 m2 +AHw- 0.95000 6041.05+AHw- 2.00000 12718.00+AHw- 1.20000 7630.80 MILLING, ASPHALT, 25 mm +AHw- +AHw- +AHw- 0031 306-08034 280.000 m2 +AHw- 0.95000 266.00+AHw- 2.00000 560.00+AHw- 3.10000 868.00 MILLING, ASPHALT, 38 mm +AHw- +AHw- +AHw- 0032 306-08036 140.000 m2 +AHw- 0.95000 133.00+AHw- 2.00000 280.00+AHw- 5.70000 798.00 MILLING, ASPHALT, 50 mm +AHw- +AHw- +AHw- 0033 306-08043 928.000 m2 +AHw- 0.95000 881.60+AHw- 2.00000 1856.00+AHw- 2.20000 2041.60 MILLING, TRANSITION +AHw- +AHw- +AHw- 0034 401-06264 LUMP +AHw- 10000.00000 10000.00+AHw- 3500.00000 3500.00+AHw- 8300.00000 8300.00 PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0035 401-07335 1174.000 Mg +AHw- 55.00000 64570.00+AHw- 71.19000 83577.06+AHw- 67.00000 78658.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0036 401-07404 1906.000 Mg +AHw- 50.00000 95300.00+AHw- 45.00000 85770.00+AHw- 52.00000 99112.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M +AHw- +AHw- +AHw- 0037 402-07432 275.000 Mg +AHw- 55.00000 15125.00+AHw- 77.00000 21175.00+AHw- 62.00000 17050.00 HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0038 402-07440 849.000 Mg +AHw- 50.00000 42450.00+AHw- 51.00000 43299.00+AHw- 45.60000 38714.40 HMA BASE, TYPE A +AHw- +AHw- +AHw- 0039 402-07453 284.000 Mg +AHw- 50.00000 14200.00+AHw- 84.50000 23998.00+AHw- 57.30000 16273.20 HMA FOR TEMPORARY PAVEMENT +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,730,000.00 ROUTE : CALL ORDER : 340 CONTRACT ID : R -29055-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1185040 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1065659 +AHw-NIBLOCK EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 406-05520 4.000 Mg +AHw- 0.01000 0.04+AHw- 970.00000 3880.00+AHw- 345.00000 1380.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0041 603-06065 89.000 m +AHw- 60.00000 5340.00+AHw- 70.00000 6230.00+AHw- 60.00000 5340.00 FENCE, CHAIN LINK, RESET +AHw- +AHw- +AHw- 0042 603-97461 92.000 m +AHw- 30.00000 2760.00+AHw- 59.00000 5428.00+AHw- 59.00000 5428.00 TEMPORARY FENCE +AHw- +AHw- +AHw- 0043 605-06145 311.400 m +AHw- 50.00000 15570.00+AHw- 125.00000 38925.00+AHw- 43.30000 13483.62 CURB AND GUTTER, B, CONCRETE +AHw- +AHw- +AHw- 0044 610-07486 114.000 Mg +AHw- 75.00000 8550.00+AHw- 96.25000 10972.50+AHw- 69.00000 7866.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0045 610-08446 741.000 m2 +AHw- 50.00000 37050.00+AHw- 45.25000 33530.25+AHw- 50.00000 37050.00 PCCP FOR APPROACHES, 150 mm +AHw- +AHw- +AHw- 0046 611-06497 1.000 EACH +AHw- 140.00000 140.00+AHw- 200.00000 200.00+AHw- 140.00000 140.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0047 611-06498 1.000 EACH +AHw- 155.00000 155.00+AHw- 280.00000 280.00+AHw- 155.00000 155.00 MAILBOX ASSEMBLY, DOUBLE +AHw- +AHw- +AHw- 0048 615-06490 15.000 EACH +AHw- 145.00000 2175.00+AHw- 130.00000 1950.00+AHw- 145.00000 2175.00 RIGHT OF WAY MARKER +AHw- +AHw- +AHw- 0049 615-06505 9.000 EACH +AHw- 450.00000 4050.00+AHw- 600.00000 5400.00+AHw- 450.00000 4050.00 MONUMENT, B +AHw- +AHw- +AHw- 0050 616-02320 1819.000 m2 +AHw- 2.20000 4001.80+AHw- 2.55000 4638.45+AHw- 2.00000 3638.00 GEOTEXTILES +AHw- +AHw- +AHw- 0051 616-06451 975.000 Mg +AHw- 45.00000 43875.00+AHw- 53.00000 51675.00+AHw- 43.20000 42120.00 RIPRAP, UNIFORM +AHw- +AHw- +AHw- 0052 621-01004 2.000 EACH +AHw- 450.00000 900.00+AHw- 450.00000 900.00+AHw- 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR +AHw- +AHw- +AHw- SEEDING +AHw- +AHw- +AHw- 0053 621-06545 0.900 Mg +AHw- 756.00000 680.40+AHw- 760.00000 684.00+AHw- 756.00000 680.40 FERTILIZER +AHw- +AHw- +AHw- 0054 621-06553 154.000 kg +AHw- 7.96000 1225.84+AHw- 7.95000 1224.30+AHw- 7.96000 1225.84 SEED MIXTURE, R +AHw- +AHw- +AHw- 0055 621-06557 73.000 kg +AHw- 13.35000 974.55+AHw- 13.25000 967.25+AHw- 13.35000 974.55 SEED MIXTURE, T +AHw- +AHw- +AHw- 0056 621-06565 7.300 Mg +AHw- 577.00000 4212.10+AHw- 580.00000 4234.00+AHw- 577.00000 4212.10 MULCHING MATERIAL +AHw- +AHw- +AHw- 0057 621-06567 80.000 kL +AHw- 5.00000 400.00+AHw- 5.00000 400.00+AHw- 5.00000 400.00 WATER +AHw- +AHw- +AHw- 0058 621-06575 4465.000 m2 +AHw- 3.48000 15538.20+AHw- 3.50000 15627.50+AHw- 3.48000 15538.20 SODDING, NURSERY +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,730,000.00 ROUTE : CALL ORDER : 340 CONTRACT ID : R -29055-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1185040 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1065659 +AHw-NIBLOCK EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-02628 2.000 EACH +AHw- 635.00000 1270.00+AHw- 900.00000 1800.00+AHw- 900.00000 1800.00 SAFETY METAL END SECTION, 6:1, 375 mm +AHw- +AHw- +AHw- 0060 715-04798 2.000 EACH +AHw- 1100.00000 2200.00+AHw- 1400.00000 2800.00+AHw- 1400.00000 2800.00 SAFETY METAL END SECTION, 4:1, 525 mm +AHw- +AHw- +AHw- 0061 715-04857 1.000 EACH +AHw- 1760.00000 1760.00+AHw- 1900.00000 1900.00+AHw- 1900.00000 1900.00 SAFETY METAL END SECTION, +AHw- +AHw- +AHw- 0062 715-05122 21.000 m +AHw- 120.00000 2520.00+AHw- 65.00000 1365.00+AHw- 65.00000 1365.00 PIPE, TYPE 1, CIRCULAR, 525 mm +AHw- +AHw- +AHw- 0063 715-05149 218.500 m +AHw- 73.50000 16059.75+AHw- 40.00000 8740.00+AHw- 40.00000 8740.00 PIPE, TYPE 2, CIRCULAR, 300 mm +AHw- +AHw- +AHw- 0064 715-05151 104.500 m +AHw- 83.50000 8725.75+AHw- 55.00000 5747.50+AHw- 55.00000 5747.50 PIPE, TYPE 2, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0065 715-05152 73.000 m +AHw- 100.00000 7300.00+AHw- 60.00000 4380.00+AHw- 60.00000 4380.00 PIPE, TYPE 2, CIRCULAR, 450 mm +AHw- +AHw- +AHw- 0066 715-05153 25.000 m +AHw- 115.00000 2875.00+AHw- 65.00000 1625.00+AHw- 65.00000 1625.00 PIPE, TYPE 2, CIRCULAR, 525 mm +AHw- +AHw- +AHw- 0067 715-05169 26.000 m +AHw- 95.00000 2470.00+AHw- 55.00000 1430.00+AHw- 55.00000 1430.00 PIPE, TYPE 3, CIRCULAR, 375 mm +AHw- +AHw- +AHw- 0068 715-05331 73.500 m +AHw- 195.00000 14332.50+AHw- 130.00000 9555.00+AHw- 125.00000 9187.50 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 +AHw- +AHw- +AHw- m2 +AHw- +AHw- +AHw- 0069 715-08305 11.900 Mg +AHw- 115.00000 1368.50+AHw- 160.00000 1904.00+AHw- 165.00000 1963.50 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- 0070 715-08307 26.500 Mg +AHw- 115.00000 3047.50+AHw- 140.00000 3710.00+AHw- 135.00000 3577.50 HMA FOR STRUCTURE INSTALLATION, TYPE D +AHw- +AHw- +AHw- 0071 720-45030 1.000 EACH +AHw- 1460.00000 1460.00+AHw- 2300.00000 2300.00+AHw- 2300.00000 2300.00 INLET, E7 +AHw- +AHw- +AHw- 0072 720-45045 2.000 EACH +AHw- 1800.00000 3600.00+AHw- 2700.00000 5400.00+AHw- 2700.00000 5400.00 INLET, J10 +AHw- +AHw- +AHw- 0073 720-45055 1.000 EACH +AHw- 1800.00000 1800.00+AHw- 2800.00000 2800.00+AHw- 2800.00000 2800.00 INLET, M10 +AHw- +AHw- +AHw- 0074 720-45075 1.000 EACH +AHw- 2085.00000 2085.00+AHw- 3400.00000 3400.00+AHw- 3400.00000 3400.00 INLET, R13 +AHw- +AHw- +AHw- 0075 720-45130 2.000 EACH +AHw- 1500.00000 3000.00+AHw- 2300.00000 4600.00+AHw- 2300.00000 4600.00 INLET, E7, MODIFIED +AHw- +AHw- +AHw- 0076 720-45145 1.000 EACH +AHw- 1850.00000 1850.00+AHw- 2700.00000 2700.00+AHw- 2700.00000 2700.00 INLET, J10, MODIFIED +AHw- +AHw- +AHw- 0077 720-45155 2.000 EACH +AHw- 1850.00000 3700.00+AHw- 2800.00000 5600.00+AHw- 2800.00000 5600.00 INLET, M10, MODIFIED +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 340 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,730,000.00 ROUTE : CALL ORDER : 340 CONTRACT ID : R -29055-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1185040 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1065659 +AHw-NIBLOCK EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 720-45270 1.000 EACH +AHw- 740.00000 740.00+AHw- 1400.00000 1400.00+AHw- 1400.00000 1400.00 PIPE CATCH BASIN, 450 mm +AHw- +AHw- +AHw- 0079 720-45275 2.000 EACH +AHw- 1000.00000 2000.00+AHw- 1700.00000 3400.00+AHw- 1700.00000 3400.00 PIPE CATCH BASIN, 600 mm +AHw- +AHw- +AHw- 0080 720-45410 1.000 EACH +AHw- 1595.00000 1595.00+AHw- 2800.00000 2800.00+AHw- 2800.00000 2800.00 MANHOLE, C4 +AHw- +AHw- +AHw- 0081 720-45415 3.000 EACH +AHw- 2225.00000 6675.00+AHw- 3700.00000 11100.00+AHw- 3700.00000 11100.00 MANHOLE, D4 +AHw- +AHw- +AHw- 0082 720-90349 1.000 EACH +AHw- 1775.00000 1775.00+AHw- 2900.00000 2900.00+AHw- 2900.00000 2900.00 MANHOLE, C8 +AHw- +AHw- +AHw- 0083 720-90984 2.000 EACH +AHw- 1950.00000 3900.00+AHw- 3100.00000 6200.00+AHw- 3100.00000 6200.00 MANHOLE, C2 +AHw- +AHw- +AHw- 0084 720-93409 2.000 EACH +AHw- 2600.00000 5200.00+AHw- 3900.00000 7800.00+AHw- 3900.00000 7800.00 INLET, B15, MODIFIED +AHw- +AHw- +AHw- 0085 720-93411 1.000 EACH +AHw- 2600.00000 2600.00+AHw- 3900.00000 3900.00+AHw- 3900.00000 3900.00 INLET, C15, MODIFIED +AHw- +AHw- +AHw- 0086 720-98555 1.000 EACH +AHw- 2600.00000 2600.00+AHw- 3900.00000 3900.00+AHw- 3900.00000 3900.00 INLET, C15 +AHw- +AHw- +AHw- 0087 801-04308 1.000 EACH +AHw- 310.00000 310.00+AHw- 270.00000 270.00+AHw- 310.00000 310.00 ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0088 801-06203 5149.000 m +AHw- 0.59000 3037.91+AHw- 0.45000 2317.05+AHw- 0.59000 3037.91 TEMPORARY PAVEMENT MARKING, 100 mm +AHw- +AHw- +AHw- 0089 801-06207 4045.000 m +AHw- 2.52000 10193.40+AHw- 3.15000 12741.75+AHw- 2.52000 10193.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 100 mm +AHw- +AHw- +AHw- 0090 801-06216 32.000 m +AHw- 3.54000 113.28+AHw- 4.75000 152.00+AHw- 3.54000 113.28 TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- 600 mm +AHw- +AHw- +AHw- 0091 801-06218 14.200 m +AHw- 15.75000 223.65+AHw- 20.50000 291.10+AHw- 15.75000 223.65 TEMPORARY TRANSVERSE PAVEMENT MARKING, +AHw- +AHw- +AHw- REMOVABLE, 600 mm +AHw- +AHw- +AHw- 0092 801-06640 29.000 EACH +AHw- 129.00000 3741.00+AHw- 140.00000 4060.00+AHw- 129.00000 3741.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0093 801-06645 12.000 EACH +AHw- 40.00000 480.00+AHw- 50.00000 600.00+AHw- 40.00000 480.00 CONSTRUCTION SIGN, B +AHw- +AHw- +AHw- 0094 801-06649 13.000 EACH +AHw- 15.00000 195.00+AHw- 4.75000 61.75+AHw- 15.00000 195.00 TEMPORARY RAISED PAVEMENT MARKER, 1 +AHw- +AHw- +AHw- 0095 801-06775 LUMP +AHw- 30000.00000 30000.00+AHw- 37000.00000 37000.00+AHw- 129506.00000 129506.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 340 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,730,000.00 ROUTE : CALL ORDER : 340 CONTRACT ID : R -29055-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1185040 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1065659 +AHw-NIBLOCK EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-07118 18.000 m +AHw- 62.00000 1116.00+AHw- 47.00000 846.00+AHw- 62.00000 1116.00 BARRICADE, III-A +AHw- +AHw- +AHw- 0097 802-05701 58.600 m +AHw- 32.00000 1875.20+AHw- 32.00000 1875.20+AHw- 32.00000 1875.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0098 802-05702 6.200 m +AHw- 28.50000 176.70+AHw- 28.50000 176.70+AHw- 28.50000 176.70 SIGN POST, SQUARE, 2, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0099 802-05706 13.200 m +AHw- 32.00000 422.40+AHw- 32.00000 422.40+AHw- 32.00000 422.40 SIGN POST, SQUARE, 3, UNREINFORCED +AHw- +AHw- +AHw- ANCHOR +AHw- +AHw- +AHw- 0100 802-76025 10.820 m2 +AHw- 148.00000 1601.36+AHw- 150.00000 1623.00+AHw- 148.00000 1601.36 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 2.03 mm THICKNESS +AHw- +AHw- +AHw- 0101 802-76035 5.520 m2 +AHw- 150.00000 828.00+AHw- 150.00000 828.00+AHw- 150.00000 828.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND 2.54 mm THICKNESS +AHw- +AHw- +AHw- 0102 802-76040 1.730 m2 +AHw- 180.00000 311.40+AHw- 180.00000 311.40+AHw- 180.00000 311.40 SIGN, SHEET ENCLOSED LENS WITH LEGEND, +AHw- +AHw- +AHw- 3.18 mm THICKNESS +AHw- +AHw- +AHw- 0103 804-06740 13.000 EACH +AHw- 22.00000 286.00+AHw- 40.00000 520.00+AHw- 22.00000 286.00 DELINEATOR WITH POST, D2 +AHw- +AHw- +AHw- 0104 805-01815 4.000 EACH +AHw- 1850.00000 7400.00+AHw- 1900.00000 7600.00+AHw- 1850.00000 7400.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 +AHw- +AHw- +AHw- 0105 805-01842 13.000 EACH +AHw- 850.00000 11050.00+AHw- 850.00000 11050.00+AHw- 850.00000 11050.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0106 805-01844 630.000 m +AHw- 50.00000 31500.00+AHw- 50.00000 31500.00+AHw- 50.00000 31500.00 CONDUIT, STEEL, GALVANIZED, 50 mm, +AHw- +AHw- +AHw- UNDERGROUND +AHw- +AHw- +AHw- 0107 805-02087 LUMP +AHw- 800.00000 800.00+AHw- 800.00000 800.00+AHw- 800.00000 800.00 TRANSPORTATION OF SALVAGEABLE SIGNAL +AHw- +AHw- +AHw- EQUIPMENT +AHw- +AHw- +AHw- 0108 805-78205 8.000 EACH +AHw- 480.00000 3840.00+AHw- 480.00000 3840.00+AHw- 480.00000 3840.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0109 805-78415 4.000 EACH +AHw- 1450.00000 5800.00+AHw- 1500.00000 6000.00+AHw- 1450.00000 5800.00 SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0110 805-78420 4.000 EACH +AHw- 280.00000 1120.00+AHw- 280.00000 1120.00+AHw- 280.00000 1120.00 DISCONNECT HANGER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 340 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,730,000.00 ROUTE : CALL ORDER : 340 CONTRACT ID : R -29055-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQ- +AHw-( 1 ) 35-1185040 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1065659 +AHw-NIBLOCK EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 805-78445 1.000 EACH +AHw- 600.00000 600.00+AHw- 600.00000 600.00+AHw- 600.00000 600.00 SIGNAL SERVICE +AHw- +AHw- +AHw- 0112 805-78467 18.000 m +AHw- 6.50000 117.00+AHw- 6.50000 117.00+AHw- 6.50000 117.00 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0113 805-78470 1060.000 m +AHw- 0.40000 424.00+AHw- 0.40000 424.00+AHw- 0.40000 424.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0114 805-78485 110.000 m +AHw- 5.20000 572.00+AHw- 5.20000 572.00+AHw- 5.20000 572.00 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0115 805-78490 260.000 m +AHw- 5.50000 1430.00+AHw- 5.50000 1430.00+AHw- 5.50000 1430.00 SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0116 805-78510 1365.000 m +AHw- 5.40000 7371.00+AHw- 5.40000 7371.00+AHw- 5.40000 7371.00 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0117 805-78785 10.000 EACH +AHw- 550.00000 5500.00+AHw- 550.00000 5500.00+AHw- 550.00000 5500.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0118 805-78795 350.000 m +AHw- 30.00000 10500.00+AHw- 30.00000 10500.00+AHw- 30.00000 10500.00 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0119 805-81060 4.000 EACH +AHw- 4450.00000 17800.00+AHw- 4500.00000 18000.00+AHw- 4450.00000 17800.00 SIGNAL STRAIN POLE, STEEL, 11.0 m +AHw- +AHw- +AHw- 0120 805-92504 10.000 EACH +AHw- 250.00000 2500.00+AHw- 250.00000 2500.00+AHw- 250.00000 2500.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0121 807-92585 1.000 EACH +AHw- 850.00000 850.00+AHw- 850.00000 850.00+AHw- 850.00000 850.00 LIGHT POLE RESET +AHw- +AHw- +AHw- 0122 808-05866 33.000 m2 +AHw- 39.00000 1287.00+AHw- 40.50000 1336.50+AHw- 39.00000 1287.00 PAVEMENT MESSAGE MARKING, REMOVE +AHw- +AHw- +AHw- 0123 808-06368 12.000 m +AHw- 9.00000 108.00+AHw- 55.00000 660.00+AHw- 9.00000 108.00 TRANSVERSE MARKING, REMOVE +AHw- +AHw- +AHw- 0124 808-06703 2206.000 m +AHw- 1.25000 2757.50+AHw- 1.25000 2757.50+AHw- 1.25000 2757.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100m +AHw- +AHw- +AHw- 0125 808-06716 169.000 m +AHw- 1.96000 331.24+AHw- 1.75000 295.75+AHw- 1.96000 331.24 LINE, REMOVE +AHw- +AHw- +AHw- 0126 808-75245 780.000 m +AHw- 1.25000 975.00+AHw- 1.25000 975.00+AHw- 1.25000 975.00 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 100mm +AHw- +AHw- +AHw- 0127 808-75278 48.000 m +AHw- 6.00000 288.00+AHw- 5.00000 240.00+AHw- 6.00000 288.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 300 mm +AHw- +AHw- +AHw- 0128 808-75290 58.000 m +AHw- 11.85000 687.30+AHw- 10.50000 609.00+AHw- 11.85000 687.30 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- SOLID, YELLOW, CROSSHATCH LINE, 600 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 340 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,730,000.00 ROUTE : CALL ORDER : 340 CONTRACT ID : R -29055-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1185040 +AHw-( 2 ) 35-0918397 +AHw-( 3 ) 35-1065659 +AHw-NIBLOCK EXCAVATING INC +AHw-RIETH RILEY CONSTRUCTION +AHw-BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 808-75297 46.000 m +AHw- 11.85000 545.10+AHw- 10.50000 483.00+AHw- 11.85000 545.10 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 600 mm +AHw- +AHw- +AHw- 0130 808-75320 6.000 EACH +AHw- 70.00000 420.00+AHw- 59.00000 354.00+AHw- 70.00000 420.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0131 808-75325 6.000 EACH +AHw- 100.00000 600.00+AHw- 62.00000 372.00+AHw- 100.00000 600.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0132 808-75996 57.000 EACH +AHw- 5.00000 285.00+AHw- 5.60000 319.20+AHw- 13.00000 741.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0133 808-75998 96.000 EACH +AHw- 26.00000 2496.00+AHw- 18.00000 1728.00+AHw- 26.00000 2496.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- 0134 808-92027 852.000 m +AHw- 4.00000 3408.00+AHw- 3.05000 2598.60+AHw- 4.00000 3408.00 LINE, THERMOPLASTIC, SOLID, YELLOW, +AHw- +AHw- +AHw- 200mm +AHw- +AHw- +AHw- 0135 303-02051 140.000 Mg +AHw- 30.00000 4200.00+AHw- 38.75000 5425.00+AHw- 25.00000 3500.00 STONE, 2 +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,323,845.00+AHw- +ACQ- 1,324,025.21+AHw- +ACQ- 1,367,225.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,323,845.00+AHw- +ACQ- 1,324,025.21+AHw- +ACQ- 1,367,225.95 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 350 -1 VENDOR RANKING CALL ORDER : 350 CONTRACT ID : R -29157-A COUNTIES : WASHINGTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 07/31/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600543 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1004746 TEMPLE +ACY- TEMPLE EXCAVATING +ACY- PAVING, INC. +ACQ- 6,480.00 100.0000+ACU- 2 35-1874009 HAUER EXCAVATING +ACQ- 6,770.00 104.4753+ACU- 3 35-2103617 BRYAN+AGA-S HAULING +ACY- EXCAVATING +ACQ- 8,400.00 129.6296+ACU- 4 35-1817574 YARDBERRY LANDSCAPE +ACQ- 16,700.00 257.7160+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 42,000.00 ROUTE : US 150 CALL ORDER : 350 CONTRACT ID : R -29157-A COUNTIES : WASHINGTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1004746 +AHw-( 2 ) 35-1874009 +AHw-( 3 ) 35-2103617 +AHw-TEMPLE +ACY- TEMPLE EXCAVATING +AHw-HAUER EXCAVATING +AHw-BRYAN+AGA-S HAULING +ACY- EXCAVATING LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS +AHw- +AHw- +AHw- 0001 202-03000 LUMP +AHw- 5880.00000 5880.00+AHw- 6020.00000 6020.00+AHw- 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE +AHw- +AHw- +AHw- 0002 202-03729 10.000 LFT +AHw- 10.00000 100.00+AHw- 55.00000 550.00+AHw- 40.00000 400.00 REGULATED ASBESTOS CONTAINING MATERIALS +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0003 621-06559 500.000 SYS +AHw- 1.00000 500.00+AHw- 0.40000 200.00+AHw- 1.00000 500.00 MULCHED SEEDING, R +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 6,480.00+AHw- +ACQ- 6,770.00+AHw- +ACQ- 8,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 6,480.00+AHw- +ACQ- 6,770.00+AHw- +ACQ- 8,400.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 42,000.00 ROUTE : US 150 CALL ORDER : 350 CONTRACT ID : R -29157-A COUNTIES : WASHINGTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-1817574 +AHw-( ) +AHw-( ) +AHw-YARDBERRY LANDSCAPE +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS +AHw- +AHw- +AHw- 0001 202-03000 LUMP +AHw- 15000.00000 15000.00+AHw- +AHw- HOUSES AND BUILDINGS, REMOVE +AHw- +AHw- +AHw- 0002 202-03729 10.000 LFT +AHw- 70.00000 700.00+AHw- +AHw- REGULATED ASBESTOS CONTAINING MATERIALS +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0003 621-06559 500.000 SYS +AHw- 2.00000 1000.00+AHw- +AHw- MULCHED SEEDING, R +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 16,700.00+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 16,700.00+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 360 -1 VENDOR RANKING CALL ORDER : 360 CONTRACT ID : R -29284-A COUNTIES : ADAMS LETTING DATE : 04/18/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 07/21/07 COMPLETION DATE CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 06007335 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN+AGA-S HAULING +ACY- EXCAVATING +ACQ- 10,500.00 100.0000+ACU- 2 35-1416264 LIMESTONE PRODUCTS, INC. +ACQ- 15,325.00 145.9524+ACU- 3 35-1817574 YARDBERRY LANDSCAPE +ACQ- 18,100.00 172.3810+ACU- 4 35-1267175 FLEMING EXCAVATING INC +ACQ- 18,766.77 178.7311+ACU- 5 35-1145884 L I C A CONSTRUCTION +ACQ- 20,410.00 194.3810+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 28,000.00 ROUTE : US 224 CALL ORDER : 360 CONTRACT ID : R -29284-A COUNTIES : ADAMS LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-2103617 +AHw-( 2 ) 35-1416264 +AHw-( 3 ) 35-1817574 +AHw-BRYAN+AGA-S HAULING +ACY- EXCAVATING +AHw-LIMESTONE PRODUCTS, INC. +AHw-YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS +AHw- +AHw- +AHw- 0001 202-03000 LUMP +AHw- 8630.00000 8630.00+AHw- 12300.00000 12300.00+AHw- 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL +AHw- +AHw- +AHw- NO. 3 +AHw- +AHw- +AHw- 0002 202-03135 10.000 SFT +AHw- 40.00000 400.00+AHw- 85.00000 850.00+AHw- 70.00000 700.00 REGULATED ASBESTOS CONTAINING MATERIALS +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0003 202-91010 3.000 EACH +AHw- 350.00000 1050.00+AHw- 150.00000 450.00+AHw- 700.00000 2100.00 TREE, 24 IN., REMOVE +AHw- +AHw- +AHw- 0004 205-06937 1200.000 LFT +AHw- 0.10000 120.00+AHw- 1.00000 1200.00+AHw- 2.50000 3000.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0005 621-06559 150.000 SYS +AHw- 2.00000 300.00+AHw- 3.50000 525.00+AHw- 2.00000 300.00 MULCHED SEEDING, R +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 10,500.00+AHw- +ACQ- 15,325.00+AHw- +ACQ- 18,100.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 10,500.00+AHw- +ACQ- 15,325.00+AHw- +ACQ- 18,100.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 28,000.00 ROUTE : US 224 CALL ORDER : 360 CONTRACT ID : R -29284-A COUNTIES : ADAMS LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-1267175 +AHw-( 5 ) 35-1145884 +AHw-( ) +AHw-FLEMING EXCAVATING INC +AHw-L I C A CONSTRUCTION +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS +AHw- +AHw- +AHw- 0001 202-03000 LUMP +AHw- 11391.77000 11391.77+AHw- 13960.00000 13960.00+AHw- HOUSES AND BUILDINGS, REMOVE , PARCEL +AHw- +AHw- +AHw- NO. 3 +AHw- +AHw- +AHw- 0002 202-03135 10.000 SFT +AHw- 115.00000 1150.00+AHw- 150.00000 1500.00+AHw- REGULATED ASBESTOS CONTAINING MATERIALS +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0003 202-91010 3.000 EACH +AHw- 1000.00000 3000.00+AHw- 1000.00000 3000.00+AHw- TREE, 24 IN., REMOVE +AHw- +AHw- +AHw- 0004 205-06937 1200.000 LFT +AHw- 2.00000 2400.00+AHw- 1.00000 1200.00+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0005 621-06559 150.000 SYS +AHw- 5.50000 825.00+AHw- 5.00000 750.00+AHw- MULCHED SEEDING, R +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 18,766.77+AHw- +ACQ- 20,410.00+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 18,766.77+AHw- +ACQ- 20,410.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 370 -1 VENDOR RANKING CALL ORDER : 370 CONTRACT ID : R -29322-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 06/27/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 06006925 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN+AGA-S HAULING +ACY- EXCAVATING +ACQ- 6,386.00 100.0000+ACU- 2 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC +ACQ- 18,810.00 294.5506+ACU- 3 35-1817574 YARDBERRY LANDSCAPE +ACQ- 22,651.00 354.6978+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 25,500.00 ROUTE : SR 15 CALL ORDER : 370 CONTRACT ID : R -29322-A COUNTIES : ELKHART LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-2103617 +AHw-( 2 ) 35-1690004 +AHw-( 3 ) 35-1817574 +AHw-BRYAN+AGA-S HAULING +ACY- EXCAVATING +AHw-NORTHERN INDIANA CONSTRUCTIO +AHw-YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS +AHw- +AHw- +AHw- 0001 105-08520 1.000 EACH +AHw- 200.00000 200.00+AHw- 100.00000 100.00+AHw- 300.00000 300.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0002 105-08521 3.000 MOS +AHw- 75.00000 225.00+AHw- 45.00000 135.00+AHw- 150.00000 450.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0003 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0004 202-03000 LUMP +AHw- 5500.00000 5500.00+AHw- 15604.00000 15604.00+AHw- 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL +AHw- +AHw- +AHw- NO. 73 +AHw- +AHw- +AHw- 0005 205-06937 600.000 LFT +AHw- 0.10000 60.00+AHw- 2.65000 1590.00+AHw- 2.50000 1500.00 TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0006 621-06559 400.000 SYS +AHw- 1.00000 400.00+AHw- 3.45000 1380.00+AHw- 1.00000 400.00 MULCHED SEEDING, R +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 6,386.00+AHw- +ACQ- 18,810.00+AHw- +ACQ- 22,651.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 6,386.00+AHw- +ACQ- 18,810.00+AHw- +ACQ- 22,651.00 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 380 -1 VENDOR RANKING CALL ORDER : 380 CONTRACT ID : R -29350-A COUNTIES : HOWARD LETTING DATE : 04/18/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 09/30/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9934037 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E +ACY- B PAVING INC +ACQ- 644,969.79 100.0000+ACU- 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 694,230.01 107.6376+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 789,100.00 ROUTE : CALL ORDER : 380 CONTRACT ID : R -29350-A COUNTIES : HOWARD LETTING DATE : 04/18/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1065659 +AHw-( ) +AHw-E +ACY- B PAVING INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 9800.00000 9800.00+AHw- 20000.00000 20000.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 4.000 MOS +AHw- 2200.00000 8800.00+AHw- 2000.00000 8000.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0004 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0005 110-01001 LUMP +AHw- 32200.00000 32200.00+AHw- 34500.00000 34500.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0006 201-52370 LUMP +AHw- 5147.18000 5147.18+AHw- 9800.00000 9800.00+AHw- CLEARING RIGHT OF WAY +AHw- +AHw- +AHw- 0007 202-02240 1984.000 SYS +AHw- 15.50000 30752.00+AHw- 13.00000 25792.00+AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0008 202-74045 5.000 EACH +AHw- 105.00000 525.00+AHw- 100.00000 500.00+AHw- SIGN AND SUPPORTS, CHANNEL POSTS, REMOV +AHw- +AHw- +AHw- 0009 202-91385 5.000 EACH +AHw- 500.00000 2500.00+AHw- 700.00000 3500.00+AHw- INLET, REMOVE +AHw- +AHw- +AHw- 0010 202-93047 3.000 EACH +AHw- 500.00000 1500.00+AHw- 800.00000 2400.00+AHw- MANHOLE, REMOVE +AHw- +AHw- +AHw- 0011 202-96133 330.000 LFT +AHw- 15.00000 4950.00+AHw- 4.00000 1320.00+AHw- PIPE, REMOVE +AHw- +AHw- +AHw- 0012 203-02000 1708.000 CYS +AHw- 32.50000 55510.00+AHw- 35.00000 59780.00+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0013 205-06933 7.000 EACH +AHw- 100.00000 700.00+AHw- 100.00000 700.00+AHw- TEMPORARY DITCH INLET PROTECTION +AHw- +AHw- +AHw- 0014 205-06937 1141.000 LFT +AHw- 1.65000 1882.65+AHw- 1.65000 1882.65+AHw- TEMPORARY SILT FENCE +AHw- +AHw- +AHw- 0015 207-08265 4381.000 SYS +AHw- 6.70000 29352.70+AHw- 14.00000 61334.00+AHw- SUBGRADE TREATMENT, TYPE IIA +AHw- +AHw- +AHw- 0016 211-07454 757.000 CYS +AHw- 30.00000 22710.00+AHw- 35.00000 26495.00+AHw- STRUCTURE BACKFILL +AHw- +AHw- +AHw- 0017 301-07448 1979.000 TON +AHw- 22.25000 44032.75+AHw- 25.00000 49475.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0018 402-07433 278.000 TON +AHw- 65.90000 18320.20+AHw- 57.00000 15846.00+AHw- HMA SURFACE, TYPE B +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 789,100.00 ROUTE : CALL ORDER : 380 CONTRACT ID : R -29350-A COUNTIES : HOWARD LETTING DATE : 04/18/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1065659 +AHw-( ) +AHw-E +ACY- B PAVING INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07438 464.000 TON +AHw- 57.30000 26587.20+AHw- 49.00000 22736.00+AHw- HMA INTERMEDIATE, TYPE B +AHw- +AHw- +AHw- 0020 402-07441 742.000 TON +AHw- 49.75000 36914.50+AHw- 48.00000 35616.00+AHw- HMA BASE, TYPE B +AHw- +AHw- +AHw- 0021 604-07901 39.000 SYS +AHw- 236.00000 9204.00+AHw- 200.00000 7800.00+AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0022 604-91531 1101.000 SYS +AHw- 32.00000 35232.00+AHw- 39.00000 42939.00+AHw- SIDEWALK, CONCRETE, 4 IN. +AHw- +AHw- +AHw- 0023 605-06140 1696.000 LFT +AHw- 18.70000 31715.20+AHw- 14.00000 23744.00+AHw- CURB AND GUTTER, CONCRETE +AHw- +AHw- +AHw- 0024 610-07712 894.000 SYS +AHw- 69.20000 61864.80+AHw- 50.00000 44700.00+AHw- PCCP FOR APPROACHES, 6 IN. +AHw- +AHw- +AHw- 0025 611-06497 12.000 EACH +AHw- 155.00000 1860.00+AHw- 155.00000 1860.00+AHw- MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- 0026 611-06498 2.000 EACH +AHw- 195.00000 390.00+AHw- 195.00000 390.00+AHw- MAILBOX ASSEMBLY, DOUBLE +AHw- +AHw- +AHw- 0027 615-06505 2.000 EACH +AHw- 575.00000 1150.00+AHw- 575.00000 1150.00+AHw- MONUMENT, B +AHw- +AHw- +AHw- 0028 621-06567 4.000 kGAL +AHw- 55.00000 220.00+AHw- 55.00000 220.00+AHw- WATER +AHw- +AHw- +AHw- 0029 621-06575 1078.000 SYS +AHw- 4.62000 4980.36+AHw- 4.62000 4980.36+AHw- SODDING, NURSERY +AHw- +AHw- +AHw- 0030 715-05048 2463.000 LFT +AHw- 4.75000 11699.25+AHw- 9.00000 22167.00+AHw- PIPE, TYPE 4, CIRCULAR, 6 IN. +AHw- +AHw- +AHw- 0031 715-05149 701.000 LFT +AHw- 49.00000 34349.00+AHw- 45.00000 31545.00+AHw- PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0032 715-05151 327.000 LFT +AHw- 40.00000 13080.00+AHw- 48.00000 15696.00+AHw- PIPE, TYPE 2, CIRCULAR, 15 IN. +AHw- +AHw- +AHw- 0033 715-05154 25.000 LFT +AHw- 95.00000 2375.00+AHw- 53.00000 1325.00+AHw- PIPE, TYPE 2, CIRCULAR, 24 IN. +AHw- +AHw- +AHw- 0034 715-46000 1.000 EACH +AHw- 475.00000 475.00+AHw- 250.00000 250.00+AHw- PIPE END SECTION, 12 IN. +AHw- +AHw- +AHw- 0035 718-52610 222.000 CYS +AHw- 39.00000 8658.00+AHw- 45.00000 9990.00+AHw- AGGREGATE FOR UNDERDRAINS +AHw- +AHw- +AHw- 0036 720-07301 10.000 EACH +AHw- 2200.00000 22000.00+AHw- 2250.00000 22500.00+AHw- INLET TYPE HA +AHw- +AHw- +AHw- 0037 720-45005 1.000 EACH +AHw- 1400.00000 1400.00+AHw- 1250.00000 1250.00+AHw- INLET, A2 +AHw- +AHw- +AHw- 0038 720-45025 1.000 EACH +AHw- 1450.00000 1450.00+AHw- 1250.00000 1250.00+AHw- INLET, D6 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 789,100.00 ROUTE : CALL ORDER : 380 CONTRACT ID : R -29350-A COUNTIES : HOWARD LETTING DATE : 04/18/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1065659 +AHw-( ) +AHw-E +ACY- B PAVING INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 720-45260 5.000 EACH +AHw- 750.00000 3750.00+AHw- 1250.00000 6250.00+AHw- PIPE CATCH BASIN, 12 IN. +AHw- +AHw- +AHw- 0040 720-45410 3.000 EACH +AHw- 1600.00000 4800.00+AHw- 5000.00000 15000.00+AHw- MANHOLE, C4 +AHw- +AHw- +AHw- 0041 720-45415 3.000 EACH +AHw- 4400.00000 13200.00+AHw- 5500.00000 16500.00+AHw- MANHOLE, D4 +AHw- +AHw- +AHw- 0042 720-45416 1.000 EACH +AHw- 8000.00000 8000.00+AHw- 5000.00000 5000.00+AHw- MANHOLE, E4 +AHw- +AHw- +AHw- 0043 720-98174 5.000 EACH +AHw- 2400.00000 12000.00+AHw- 2250.00000 11250.00+AHw- INLET, B15 +AHw- +AHw- +AHw- 0044 720-98555 4.000 EACH +AHw- 2400.00000 9600.00+AHw- 2250.00000 9000.00+AHw- INLET, C15 +AHw- +AHw- +AHw- 0045 801-04308 5.000 EACH +AHw- 455.00000 2275.00+AHw- 275.00000 1375.00+AHw- ROAD CLOSURE SIGN ASSEMBLY +AHw- +AHw- +AHw- 0046 801-06625 16.000 EACH +AHw- 108.00000 1728.00+AHw- 79.00000 1264.00+AHw- DETOUR ROUTE MARKER ASSEMBLY +AHw- +AHw- +AHw- 0047 801-06640 4.000 EACH +AHw- 225.00000 900.00+AHw- 149.00000 596.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0048 801-06775 LUMP +AHw- 9370.00000 9370.00+AHw- 10642.00000 10642.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0049 801-07119 120.000 LFT +AHw- 19.50000 2340.00+AHw- 10.00000 1200.00+AHw- BARRICADE, III-B +AHw- +AHw- +AHw- 0050 802-05701 88.000 LFT +AHw- 21.00000 1848.00+AHw- 21.00000 1848.00+AHw- SIGN POST, SQUARE, 1, REINFORCED ANCHOR +AHw- +AHw- +AHw- BASE +AHw- +AHw- +AHw- 0051 802-07060 2.000 EACH +AHw- 150.00000 300.00+AHw- 150.00000 300.00+AHw- SIGN, SHEET, RELOCATE +AHw- +AHw- +AHw- 0052 802-76025 30.000 SFT +AHw- 19.00000 570.00+AHw- 19.00000 570.00+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 644,969.79+AHw- +ACQ- 694,230.01+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 644,969.79+AHw- +ACQ- 694,230.01+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 440 -1 VENDOR RANKING CALL ORDER : 440 CONTRACT ID : RS-28609-A COUNTIES : GRANT LETTING DATE : 04/18/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 07/27/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4935015 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 1,098,253.75 100.0000+ACU- 2 35-1139301 E +ACY- B PAVING INC +ACQ- 1,136,593.06 103.4909+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,600,000.00 ROUTE : 5 CALL ORDER : 440 CONTRACT ID : RS-28609-A COUNTIES : GRANT LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( ) +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 6900.00000 6900.00+AHw- 2100.00000 2100.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 1881.57000 11289.42+AHw- 500.00000 3000.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 54000.00000 54000.00+AHw- 57500.00000 57500.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 202-93741 11.000 EACH +AHw- 250.00000 2750.00+AHw- 353.00000 3883.00+AHw- GUARD RAIL END TREATMENT, REMOVE +AHw- +AHw- +AHw- 0008 203-02000 1200.000 CYS +AHw- 13.88000 16656.00+AHw- 10.00000 12000.00+AHw- EXCAVATION, COMMON +AHw- +AHw- +AHw- 0009 203-02080 0.500 MILE +AHw- 4848.11000 2424.06+AHw- 9600.00000 4800.00+AHw- LINEAR GRADING +AHw- +AHw- +AHw- 0010 207-08265 2900.000 SYS +AHw- 10.74000 31146.00+AHw- 10.00000 29000.00+AHw- SUBGRADE TREATMENT, TYPE IIA +AHw- +AHw- +AHw- 0011 301-07448 1505.000 TON +AHw- 20.00000 30100.00+AHw- 10.00000 15050.00+AHw- COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0012 303-07449 4500.000 TON +AHw- 5.00000 22500.00+AHw- 10.00000 45000.00+AHw- COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0013 304-07489 25.000 TON +AHw- 87.39000 2184.75+AHw- 120.00000 3000.00+AHw- HMA PATCHING, TYPE A +AHw- +AHw- +AHw- 0014 306-08033 86600.000 SYS +AHw- 0.47000 40702.00+AHw- 0.34000 29444.00+AHw- MILLING, ASPHALT, 1 IN. +AHw- +AHw- +AHw- 0015 306-08043 1143.000 SYS +AHw- 10.78000 12321.54+AHw- 0.34000 388.62+AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0016 306-08432 2400.000 SYS +AHw- 0.01000 24.00+AHw- 0.01000 24.00+AHw- MILLING, APPROACH +AHw- +AHw- +AHw- 0017 401-06264 LUMP +AHw- 12000.00000 12000.00+AHw- 4000.00000 4000.00+AHw- PROFILOGRAPH, HMA +AHw- +AHw- +AHw- 0018 401-07321 7360.000 TON +AHw- 43.12000 317363.20+AHw- 50.00000 368000.00+AHw- QC/QA-HMA, 2, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,600,000.00 ROUTE : 5 CALL ORDER : 440 CONTRACT ID : RS-28609-A COUNTIES : GRANT LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( ) +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-07356 7360.000 TON +AHw- 43.13000 317436.80+AHw- 50.00000 368000.00+AHw- QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm +AHw- +AHw- +AHw- 0020 402-07432 150.000 TON +AHw- 47.99000 7198.50+AHw- 37.00000 5550.00+AHw- HMA SURFACE, TYPE A +AHw- +AHw- +AHw- 0021 402-07435 150.000 TON +AHw- 43.40000 6510.00+AHw- 37.00000 5550.00+AHw- HMA INTERMEDIATE, TYPE A +AHw- +AHw- +AHw- 0022 402-07441 850.000 TON +AHw- 53.35000 45347.50+AHw- 77.00000 65450.00+AHw- HMA BASE, TYPE B +AHw- +AHw- +AHw- 0023 406-05520 56.000 TON +AHw- 10.00000 560.00+AHw- 10.00000 560.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0024 601-94689 11.000 EACH +AHw- 2400.00000 26400.00+AHw- 2400.00000 26400.00+AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0025 601-97774 1.000 EACH +AHw- 900.00000 900.00+AHw- 900.00000 900.00+AHw- GUARDRAIL END TREATMENT, OS, SPARE +AHw- +AHw- +AHw- PARTS PACKAGE +AHw- +AHw- +AHw- 0026 610-07486 1375.000 TON +AHw- 35.00000 48125.00+AHw- 37.00000 50875.00+AHw- HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0027 615-06527 1.000 EACH +AHw- 425.38000 425.38+AHw- 675.00000 675.00+AHw- MONUMENT, SECTION CORNER +AHw- +AHw- +AHw- 0028 720-44000 2.000 EACH +AHw- 378.47000 756.94+AHw- 100.00000 200.00+AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0029 801-06203 2750.000 LFT +AHw- 2.17000 5967.50+AHw- 0.01000 27.50+AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0030 801-06207 5350.000 LFT +AHw- 0.75000 4012.50+AHw- 0.01000 53.50+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0031 801-06640 19.000 EACH +AHw- 110.00000 2090.00+AHw- 100.00000 1900.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0032 801-06775 LUMP +AHw- 51000.22000 51000.22+AHw- 14100.00000 14100.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0033 802-05704 100.000 LFT +AHw- 13.00000 1300.00+AHw- 13.00000 1300.00+AHw- SIGN POST, SQUARE, 1, UNREINFORCED +AHw- +AHw- +AHw- ANCHOR BASE +AHw- +AHw- +AHw- 0034 802-91122 7.000 EACH +AHw- 125.00000 875.00+AHw- 125.00000 875.00+AHw- SIGN, GROUND MOUNTED, RESET +AHw- +AHw- +AHw- 0035 808-06713 54552.000 LFT +AHw- 0.12000 6546.24+AHw- 0.12000 6546.24+AHw- LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0036 808-75240 5350.000 LFT +AHw- 0.30000 1605.00+AHw- 0.30000 1605.00+AHw- LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,600,000.00 ROUTE : 5 CALL ORDER : 440 CONTRACT ID : RS-28609-A COUNTIES : GRANT LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQ- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( ) +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 808-75245 28044.000 LFT +AHw- 0.30000 8413.20+AHw- 0.30000 8413.20+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0038 808-75297 40.000 LFT +AHw- 10.50000 420.00+AHw- 10.50000 420.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 1,098,253.75+AHw- +ACQ- 1,136,593.06+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 1,098,253.75+AHw- +ACQ- 1,136,593.06+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 450 -1 VENDOR RANKING CALL ORDER : 450 CONTRACT ID : RS-28700-A COUNTIES : RIPLEY LETTING DATE : 04/18/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 10/12/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4569006 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 PAUL H ROHE COMPANY +ACQ- 485,811.08 100.0000+ACU- 2 35-1357381 DAVE O+AGA-MARA CONTRACTOR +ACQ- 488,967.60 100.6497+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 572,000.00 ROUTE : 229 CALL ORDER : 450 CONTRACT ID : RS-28700-A COUNTIES : RIPLEY LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0844079 +AHw-( 2 ) 35-1357381 +AHw-( ) +AHw-PAUL H ROHE COMPANY +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 12000.00000 12000.00+AHw- 1500.00000 1500.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 1900.00000 11400.00+AHw- 1000.00000 6000.00+AHw- FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 9700.00000 9700.00+AHw- 31000.00000 31000.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 202-02240 111.000 SYS +AHw- 50.00000 5550.00+AHw- 35.00000 3885.00+AHw- PAVEMENT REMOVAL +AHw- +AHw- +AHw- 0008 202-02278 731.000 LFT +AHw- 9.00000 6579.00+AHw- 7.00000 5117.00+AHw- CURB, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0009 202-02772 3.000 EACH +AHw- 225.00000 675.00+AHw- 125.00000 375.00+AHw- CASTING, REMOVE +AHw- +AHw- +AHw- 0010 202-52710 1306.000 SYS +AHw- 18.00000 23508.00+AHw- 12.00000 15672.00+AHw- SIDEWALK, CONCRETE, REMOVE +AHw- +AHw- +AHw- 0011 303-01180 100.000 TON +AHw- 35.00000 3500.00+AHw- 30.00000 3000.00+AHw- COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0012 304-07490 700.000 TON +AHw- 85.00000 59500.00+AHw- 70.00000 49000.00+AHw- HMA PATCHING, TYPE B +AHw- +AHw- +AHw- 0013 306-08034 20180.000 SYS +AHw- 0.65000 13117.00+AHw- 1.00000 20180.00+AHw- MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0014 306-08043 760.000 SYS +AHw- 5.50000 4180.00+AHw- 1.00000 760.00+AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0015 306-08432 3853.000 SYS +AHw- 4.50000 17338.50+AHw- 2.00000 7706.00+AHw- MILLING, APPROACH +AHw- +AHw- +AHw- 0016 401-07321 1570.000 TON +AHw- 53.00000 83210.00+AHw- 58.00000 91060.00+AHw- QC/QA-HMA, 2, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0017 402-07433 95.000 TON +AHw- 58.00000 5510.00+AHw- 85.00000 8075.00+AHw- HMA SURFACE, TYPE B +AHw- +AHw- +AHw- 0018 402-07451 200.000 TON +AHw- 60.00000 12000.00+AHw- 85.00000 17000.00+AHw- HMA WEDGE AND LEVEL, TYPE B +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 572,000.00 ROUTE : 229 CALL ORDER : 450 CONTRACT ID : RS-28700-A COUNTIES : RIPLEY LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-0844079 +AHw-( 2 ) 35-1357381 +AHw-( ) +AHw-PAUL H ROHE COMPANY +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05520 6.500 TON +AHw- 280.00000 1820.00+AHw- 350.00000 2275.00+AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0020 604-06070 524.000 SYS +AHw- 31.00000 16244.00+AHw- 40.00000 20960.00+AHw- SIDEWALK, CONCRETE +AHw- +AHw- +AHw- 0021 604-07894 28.000 SYS +AHw- 116.00000 3248.00+AHw- 150.00000 4200.00+AHw- CURB RAMP, CONCRETE, A +AHw- +AHw- +AHw- 0022 604-07896 257.000 SYS +AHw- 113.00000 29041.00+AHw- 135.00000 34695.00+AHw- CURB RAMP, CONCRETE, B +AHw- +AHw- +AHw- 0023 604-07897 3.000 SYS +AHw- 352.00000 1056.00+AHw- 250.00000 750.00+AHw- CURB RAMP, CONCRETE, C +AHw- +AHw- +AHw- 0024 604-07898 3.000 SYS +AHw- 385.00000 1155.00+AHw- 250.00000 750.00+AHw- CURB RAMP, CONCRETE, D +AHw- +AHw- +AHw- 0025 604-07899 182.000 SYS +AHw- 118.00000 21476.00+AHw- 135.00000 24570.00+AHw- CURB RAMP, CONCRETE, E +AHw- +AHw- +AHw- 0026 604-07900 260.000 SYS +AHw- 114.00000 29640.00+AHw- 120.00000 31200.00+AHw- CURB RAMP, CONCRETE, F +AHw- +AHw- +AHw- 0027 604-07901 7.000 SYS +AHw- 207.00000 1449.00+AHw- 140.00000 980.00+AHw- CURB RAMP, CONCRETE, G +AHw- +AHw- +AHw- 0028 604-07902 7.000 SYS +AHw- 188.00000 1316.00+AHw- 200.00000 1400.00+AHw- CURB RAMP, CONCRETE, H +AHw- +AHw- +AHw- 0029 604-07903 36.000 SYS +AHw- 94.00000 3384.00+AHw- 110.00000 3960.00+AHw- CURB RAMP, CONCRETE, K +AHw- +AHw- +AHw- 0030 605-06090 219.000 LFT +AHw- 20.00000 4380.00+AHw- 25.00000 5475.00+AHw- CURB, INTEGRAL, CONCRETE +AHw- +AHw- +AHw- 0031 605-06120 512.000 LFT +AHw- 32.00000 16384.00+AHw- 22.00000 11264.00+AHw- CURB, CONCRETE +AHw- +AHw- +AHw- 0032 610-07487 318.000 TON +AHw- 95.00000 30210.00+AHw- 85.00000 27030.00+AHw- HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0033 621-06574 300.000 SYS +AHw- 10.50000 3150.00+AHw- 6.00000 1800.00+AHw- SODDING +AHw- +AHw- +AHw- 0034 720-01894 3.000 EACH +AHw- 750.00000 2250.00+AHw- 800.00000 2400.00+AHw- CASTING, FURNISH AND ADJUST TO GRADE +AHw- +AHw- +AHw- 0035 720-44000 30.000 EACH +AHw- 350.00000 10500.00+AHw- 100.00000 3000.00+AHw- CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0036 801-06203 1000.000 LFT +AHw- 0.75000 750.00+AHw- 1.00000 1000.00+AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0037 801-06207 1000.000 LFT +AHw- 1.80000 1800.00+AHw- 2.00000 2000.00+AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 572,000.00 ROUTE : 229 CALL ORDER : 450 CONTRACT ID : RS-28700-A COUNTIES : RIPLEY LETTING DATE : 04/18/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-0844079 +AHw-( 2 ) 35-1357381 +AHw-( ) +AHw-PAUL H ROHE COMPANY +AHw-DAVE O+AGA-MARA CONTRACTOR +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-06640 27.000 EACH +AHw- 125.00000 3375.00+AHw- 120.00000 3240.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0039 801-06775 LUMP +AHw- 29500.00000 29500.00+AHw- 37000.00000 37000.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0040 808-06712 812.000 LFT +AHw- 0.19000 154.28+AHw- 0.30000 243.60+AHw- LINE, PAINT, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0041 808-06713 1832.000 LFT +AHw- 0.19000 348.08+AHw- 0.30000 549.60+AHw- LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0042 808-06714 5718.000 LFT +AHw- 0.19000 1086.42+AHw- 0.30000 1715.40+AHw- LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0043 808-75297 318.000 LFT +AHw- 3.60000 1144.80+AHw- 6.50000 2067.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0044 808-75300 2810.000 LFT +AHw- 0.90000 2529.00+AHw- 1.00000 2810.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- CROSSWALK LINE, 6 IN. +AHw- +AHw- +AHw- 0045 808-75340 2.000 EACH +AHw- 325.00000 650.00+AHw- 650.00000 1300.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD, RXR +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 485,811.08+AHw- +ACQ- 488,967.60+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 485,811.08+AHw- +ACQ- 488,967.60+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 460 -1 VENDOR RANKING CALL ORDER : 460 CONTRACT ID : RS-28855-A COUNTIES : CLINTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 07/15/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600200 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC +ACQ- 759,625.84 100.0000+ACU- 2 35-1139301 E +ACY- B PAVING INC +ACQ- 769,607.88 101.3141+ACU- 3 35-1917625 MILESTONE CONTRACTORS, L.P. +ACQ- 835,858.75 110.0356+ACU- 4 35-0918397 RIETH RILEY CONSTRUCTION +ACQ- 840,620.39 110.6624+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,100,000.00 ROUTE : 38 CALL ORDER : 460 CONTRACT ID : RS-28855-A COUNTIES : CLINTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-1917625 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-E +ACY- B PAVING INC +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 9900.00000 9900.00+AHw- 4500.00000 4500.00+AHw- 4000.00000 4000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 1.000 EACH +AHw- 150.00000 150.00+AHw- 40.00000 40.00+AHw- 175.00000 175.00 RADIO +AHw- +AHw- +AHw- 0003 105-07038 6.000 MOS +AHw- 1600.00000 9600.00+AHw- 2100.00000 12600.00+AHw- 1600.00000 9600.00 FIELD OFFICE, A +AHw- +AHw- +AHw- 0004 105-08520 1.000 EACH +AHw- 150.00000 150.00+AHw- 50.00000 50.00+AHw- 100.00000 100.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 6.000 MOS +AHw- 150.00000 900.00+AHw- 60.00000 360.00+AHw- 60.00000 360.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 105-08523 6.000 MOS +AHw- 150.00000 900.00+AHw- 30.00000 180.00+AHw- 60.00000 360.00 RADIO SERVICE +AHw- +AHw- +AHw- 0007 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0008 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0009 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0010 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 22700.00000 22700.00+AHw- 38450.00000 38450.00+AHw- 41000.00000 41000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 202-02241 50.000 LFT +AHw- 4.00000 200.00+AHw- 4.00000 200.00+AHw- 4.00000 200.00 GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0013 202-93741 8.000 EACH +AHw- 200.00000 1600.00+AHw- 200.00000 1600.00+AHw- 200.00000 1600.00 GUARD RAIL END TREATMENT, REMOVE +AHw- +AHw- +AHw- 0014 203-02070 40.000 CYS +AHw- 136.00000 5440.00+AHw- 79.64000 3185.60+AHw- 45.00000 1800.00 BORROW +AHw- +AHw- +AHw- 0015 203-08607 1175.000 LFT +AHw- 1.20000 1410.00+AHw- 1.54000 1809.50+AHw- 10.00000 11750.00 LINEAR GRADING +AHw- +AHw- +AHw- 0016 303-01180 400.000 TON +AHw- 37.45000 14980.00+AHw- 20.25000 8100.00+AHw- 22.84000 9136.00 COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0017 303-07449 2280.000 TON +AHw- 23.30000 53124.00+AHw- 23.75000 54150.00+AHw- 17.00000 38760.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,100,000.00 ROUTE : 38 CALL ORDER : 460 CONTRACT ID : RS-28855-A COUNTIES : CLINTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-1917625 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-E +ACY- B PAVING INC +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 304-07490 659.000 TON +AHw- 84.60000 55751.40+AHw- 85.00000 56015.00+AHw- 82.00000 54038.00 HMA PATCHING, TYPE B +AHw- +AHw- +AHw- 0019 306-08042 90789.000 SYS +AHw- 0.42000 38131.38+AHw- 0.54000 49026.06+AHw- 0.50000 45394.50 MILLING, SCARIFICATION/PROFILE +AHw- +AHw- +AHw- 0020 306-08043 1909.000 SYS +AHw- 0.55000 1049.95+AHw- 0.54000 1030.86+AHw- 0.50000 954.50 MILLING, TRANSITION +AHw- +AHw- +AHw- 0021 306-08432 3766.000 SYS +AHw- 2.30000 8661.80+AHw- 2.80000 10544.80+AHw- 0.50000 1883.00 MILLING, APPROACH +AHw- +AHw- +AHw- 0022 401-07321 7648.000 TON +AHw- 51.85000 396548.80+AHw- 52.00000 397696.00+AHw- 55.00000 420640.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0023 406-05520 24.200 TON +AHw- 300.00000 7260.00+AHw- 300.00000 7260.00+AHw- 290.00000 7018.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0024 601-94689 8.000 EACH +AHw- 2300.00000 18400.00+AHw- 2300.00000 18400.00+AHw- 2350.00000 18800.00 GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0025 601-99105 375.000 LFT +AHw- 18.00000 6750.00+AHw- 18.00000 6750.00+AHw- 18.25000 6843.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0026 610-07487 640.000 TON +AHw- 68.50000 43840.00+AHw- 52.00000 33280.00+AHw- 105.00000 67200.00 HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0027 615-06505 8.000 EACH +AHw- 450.00000 3600.00+AHw- 750.00000 6000.00+AHw- 950.00000 7600.00 MONUMENT, B +AHw- +AHw- +AHw- 0028 615-06525 1.000 EACH +AHw- 450.00000 450.00+AHw- 750.00000 750.00+AHw- 460.00000 460.00 CASTING ADJUSTED TO GRADE, MONUMENT +AHw- +AHw- +AHw- 0029 801-03290 2.000 EACH +AHw- 250.00000 500.00+AHw- 250.00000 500.00+AHw- 126.00000 252.00 CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- 0030 801-06203 4566.000 LFT +AHw- 0.42000 1917.72+AHw- 0.03000 136.98+AHw- 0.85000 3881.10 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0031 801-06207 4566.000 LFT +AHw- 0.81000 3698.46+AHw- 1.25000 5707.50+AHw- 1.20000 5479.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0032 801-06640 41.000 EACH +AHw- 110.00000 4510.00+AHw- 110.00000 4510.00+AHw- 126.00000 5166.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0033 801-06775 LUMP +AHw- 5000.00000 5000.00+AHw- 5600.00000 5600.00+AHw- 26000.00000 26000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0034 808-03631 308.000 LFT +AHw- 3.90000 1201.20+AHw- 3.90000 1201.20+AHw- 5.05000 1555.40 LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0035 808-03632 162.000 LFT +AHw- 3.90000 631.80+AHw- 3.90000 631.80+AHw- 5.60000 907.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0036 808-04896 19.000 LFT +AHw- 3.90000 74.10+AHw- 3.90000 74.10+AHw- 10.20000 193.80 LINE, EPOXY, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,100,000.00 ROUTE : 38 CALL ORDER : 460 CONTRACT ID : RS-28855-A COUNTIES : CLINTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1151771 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 35-1917625 +AHw-CALUMET ASPHALT PAVING CO. I +AHw-E +ACY- B PAVING INC +AHw-MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 808-06703 89800.000 LFT +AHw- 0.26000 23348.00+AHw- 0.25000 22450.00+AHw- 0.28000 25144.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0038 808-06716 489.000 LFT +AHw- 2.00000 978.00+AHw- 2.00000 978.00+AHw- 1.50000 733.50 LINE, REMOVE +AHw- +AHw- +AHw- 0039 808-75240 8660.000 LFT +AHw- 0.26000 2251.60+AHw- 0.26000 2251.60+AHw- 0.29000 2511.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0040 808-75245 35163.000 LFT +AHw- 0.26000 9142.38+AHw- 0.26000 9142.38+AHw- 0.30000 10548.90 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0041 808-75297 19.000 LFT +AHw- 10.00000 190.00+AHw- 10.00000 190.00+AHw- 25.50000 484.50 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0042 808-75996 875.000 EACH +AHw- 5.35000 4681.25+AHw- 4.86000 4252.50+AHw- 3.80000 3325.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 759,625.84+AHw- +ACQ- 769,607.88+AHw- +ACQ- 835,858.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 759,625.84+AHw- +ACQ- 769,607.88+AHw- +ACQ- 835,858.75 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,100,000.00 ROUTE : 38 CALL ORDER : 460 CONTRACT ID : RS-28855-A COUNTIES : CLINTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 6500.00000 6500.00+AHw- +AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-06899 1.000 EACH +AHw- 100.00000 100.00+AHw- +AHw- RADIO +AHw- +AHw- +AHw- 0003 105-07038 6.000 MOS +AHw- 2200.00000 13200.00+AHw- +AHw- FIELD OFFICE, A +AHw- +AHw- +AHw- 0004 105-08520 1.000 EACH +AHw- 100.00000 100.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0005 105-08521 6.000 MOS +AHw- 95.00000 570.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0006 105-08523 6.000 MOS +AHw- 95.00000 570.00+AHw- +AHw- RADIO SERVICE +AHw- +AHw- +AHw- 0007 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0008 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0009 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0010 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- +AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0011 110-01001 LUMP +AHw- 20000.00000 20000.00+AHw- +AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0012 202-02241 50.000 LFT +AHw- 4.00000 200.00+AHw- +AHw- GUARDRAIL, REMOVE +AHw- +AHw- +AHw- 0013 202-93741 8.000 EACH +AHw- 205.00000 1640.00+AHw- +AHw- GUARD RAIL END TREATMENT, REMOVE +AHw- +AHw- +AHw- 0014 203-02070 40.000 CYS +AHw- 12.25000 490.00+AHw- +AHw- BORROW +AHw- +AHw- +AHw- 0015 203-08607 1175.000 LFT +AHw- 10.35000 12161.25+AHw- +AHw- LINEAR GRADING +AHw- +AHw- +AHw- 0016 303-01180 400.000 TON +AHw- 42.00000 16800.00+AHw- +AHw- COMPACTED AGGREGATE, NO. 53 +AHw- +AHw- +AHw- 0017 303-07449 2280.000 TON +AHw- 20.75000 47310.00+AHw- +AHw- COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0018 304-07490 659.000 TON +AHw- 115.00000 75785.00+AHw- +AHw- HMA PATCHING, TYPE B +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,100,000.00 ROUTE : 38 CALL ORDER : 460 CONTRACT ID : RS-28855-A COUNTIES : CLINTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08042 90789.000 SYS +AHw- 0.55000 49933.95+AHw- +AHw- MILLING, SCARIFICATION/PROFILE +AHw- +AHw- +AHw- 0020 306-08043 1909.000 SYS +AHw- 0.35000 668.15+AHw- +AHw- MILLING, TRANSITION +AHw- +AHw- +AHw- 0021 306-08432 3766.000 SYS +AHw- 1.75000 6590.50+AHw- +AHw- MILLING, APPROACH +AHw- +AHw- +AHw- 0022 401-07321 7648.000 TON +AHw- 52.50000 401520.00+AHw- +AHw- QC/QA-HMA, 2, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0023 406-05520 24.200 TON +AHw- 300.00000 7260.00+AHw- +AHw- ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0024 601-94689 8.000 EACH +AHw- 2375.00000 19000.00+AHw- +AHw- GUARDRAIL END TREATMENT, OS +AHw- +AHw- +AHw- 0025 601-99105 375.000 LFT +AHw- 19.00000 7125.00+AHw- +AHw- GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING +AHw- +AHw- +AHw- 0026 610-07487 640.000 TON +AHw- 97.00000 62080.00+AHw- +AHw- HMA FOR APPROACHES, TYPE B +AHw- +AHw- +AHw- 0027 615-06505 8.000 EACH +AHw- 650.00000 5200.00+AHw- +AHw- MONUMENT, B +AHw- +AHw- +AHw- 0028 615-06525 1.000 EACH +AHw- 215.00000 215.00+AHw- +AHw- CASTING ADJUSTED TO GRADE, MONUMENT +AHw- +AHw- +AHw- 0029 801-03290 2.000 EACH +AHw- 250.00000 500.00+AHw- +AHw- CONSTRUCTION SIGN, C +AHw- +AHw- +AHw- 0030 801-06203 4566.000 LFT +AHw- 0.25000 1141.50+AHw- +AHw- TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0031 801-06207 4566.000 LFT +AHw- 1.10000 5022.60+AHw- +AHw- TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0032 801-06640 41.000 EACH +AHw- 120.00000 4920.00+AHw- +AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0033 801-06775 LUMP +AHw- 29100.00000 29100.00+AHw- +AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0034 808-03631 308.000 LFT +AHw- 4.00000 1232.00+AHw- +AHw- LINE, EPOXY, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0035 808-03632 162.000 LFT +AHw- 4.00000 648.00+AHw- +AHw- LINE, EPOXY, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0036 808-04896 19.000 LFT +AHw- 4.00000 76.00+AHw- +AHw- LINE, EPOXY, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0037 808-06703 89800.000 LFT +AHw- 0.28000 25144.00+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 460 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 1,100,000.00 ROUTE : 38 CALL ORDER : 460 CONTRACT ID : RS-28855-A COUNTIES : CLINTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-0918397 +AHw-( ) +AHw-( ) +AHw-RIETH RILEY CONSTRUCTION +AHw- +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 808-06716 489.000 LFT +AHw- 2.00000 978.00+AHw- +AHw- LINE, REMOVE +AHw- +AHw- +AHw- 0039 808-75240 8660.000 LFT +AHw- 0.28000 2424.80+AHw- +AHw- LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0040 808-75245 35163.000 LFT +AHw- 0.28000 9845.64+AHw- +AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- 0041 808-75297 19.000 LFT +AHw- 10.00000 190.00+AHw- +AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0042 808-75996 875.000 EACH +AHw- 5.00000 4375.00+AHw- +AHw- SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 840,620.39+AHw- +ACQ- +AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 840,620.39+AHw- +ACQ- 0.00+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 630 -1 VENDOR RANKING CALL ORDER : 630 CONTRACT ID : M -29327-A COUNTIES : HUNTINGTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 06/29/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600695 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E +ACY- B PAVING INC +ACQ- 208,522.24 100.0000+ACU- 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 215,518.25 103.3550+ACU- 3 35-0997978 PHEND +ACY- BROWN INC +ACQ- 349,788.65 167.7464+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 256,000.00 ROUTE : 105 CALL ORDER : 630 CONTRACT ID : M -29327-A COUNTIES : HUNTINGTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-0997978 +AHw-E +ACY- B PAVING INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 7500.00000 7500.00+AHw- 10014.00000 10014.00+AHw- 17000.00000 17000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07039 6.000 MOS +AHw- 500.00000 3000.00+AHw- 1829.16000 10974.96+AHw- 1500.00000 9000.00 FIELD OFFICE, B +AHw- +AHw- +AHw- 0003 109-08440 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, HMA +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 10500.00000 10500.00+AHw- 10500.00000 10500.00+AHw- 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 301-07448 575.000 TON +AHw- 8.00000 4600.00+AHw- 15.00000 8625.00+AHw- 30.00000 17250.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0008 303-07449 300.000 TON +AHw- 8.00000 2400.00+AHw- 15.00000 4500.00+AHw- 30.00000 9000.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0009 304-07490 100.000 TON +AHw- 130.00000 13000.00+AHw- 94.76000 9476.00+AHw- 80.00000 8000.00 HMA PATCHING, TYPE B +AHw- +AHw- +AHw- 0010 306-08034 12100.000 SYS +AHw- 0.25000 3025.00+AHw- 1.01000 12221.00+AHw- 1.40000 16940.00 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0011 306-08043 1576.000 SYS +AHw- 0.25000 394.00+AHw- 1.42000 2237.92+AHw- 1.40000 2206.40 MILLING, TRANSITION +AHw- +AHw- +AHw- 0012 306-08432 1025.000 SYS +AHw- 3.00000 3075.00+AHw- 0.01000 10.25+AHw- 6.00000 6150.00 MILLING, APPROACH +AHw- +AHw- +AHw- 0013 401-07321 1040.000 TON +AHw- 60.00000 62400.00+AHw- 54.04000 56201.60+AHw- 70.00000 72800.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm +AHw- +AHw- +AHw- 0014 402-07451 235.000 TON +AHw- 55.00000 12925.00+AHw- 43.00000 10105.00+AHw- 70.00000 16450.00 HMA WEDGE AND LEVEL, TYPE B +AHw- +AHw- +AHw- 0015 406-05520 4.500 TON +AHw- 10.00000 45.00+AHw- 10.00000 45.00+AHw- 300.00000 1350.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0016 604-06080 4.000 SYS +AHw- 250.00000 1000.00+AHw- 245.14000 980.56+AHw- 750.00000 3000.00 SIDEWALK, CONCRETE, RECONSTRUCTED +AHw- +AHw- +AHw- 0017 610-07486 365.000 TON +AHw- 47.00000 17155.00+AHw- 84.88000 30981.20+AHw- 200.00000 73000.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0018 611-06497 5.000 EACH +AHw- 300.00000 1500.00+AHw- 190.00000 950.00+AHw- 190.00000 950.00 MAILBOX ASSEMBLY, SINGLE +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 630 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 256,000.00 ROUTE : 105 CALL ORDER : 630 CONTRACT ID : M -29327-A COUNTIES : HUNTINGTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-0997978 +AHw-E +ACY- B PAVING INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 611-95023 5.000 EACH +AHw- 300.00000 1500.00+AHw- 190.00000 950.00+AHw- 190.00000 950.00 MAILBOX ASSEMBLY, RESET +AHw- +AHw- +AHw- 0020 621-06575 10.000 SYS +AHw- 50.00000 500.00+AHw- 148.00000 1480.00+AHw- 148.00000 1480.00 SODDING, NURSERY +AHw- +AHw- +AHw- 0021 715-05149 30.000 LFT +AHw- 109.45000 3283.50+AHw- 48.11000 1443.30+AHw- 100.00000 3000.00 PIPE, TYPE 2, CIRCULAR, 12 IN. +AHw- +AHw- +AHw- 0022 720-44000 2.000 EACH +AHw- 750.00000 1500.00+AHw- 408.14000 816.28+AHw- 600.00000 1200.00 CASTING, ADJUST TO GRADE +AHw- +AHw- +AHw- 0023 720-45615 4.000 LFT +AHw- 250.00000 1000.00+AHw- 387.84000 1551.36+AHw- 425.00000 1700.00 STRUCTURE, INLET, RECONSTRUCT +AHw- +AHw- +AHw- 0024 720-98174 2.000 EACH +AHw- 3800.00000 7600.00+AHw- 2469.90000 4939.80+AHw- 4400.00000 8800.00 INLET, B15 +AHw- +AHw- +AHw- 0025 801-06203 475.000 LFT +AHw- 0.75000 356.25+AHw- 0.19000 90.25+AHw- 0.25000 118.75 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0026 801-06207 475.000 LFT +AHw- 0.75000 356.25+AHw- 0.83000 394.25+AHw- 1.18000 560.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- 0027 801-06640 30.000 EACH +AHw- 120.00000 3600.00+AHw- 49.00000 1470.00+AHw- 98.00000 2940.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0028 801-06775 LUMP +AHw- 33200.00000 33200.00+AHw- 24917.12000 24917.12+AHw- 46500.00000 46500.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0029 801-92448 180.000 DAY +AHw- 1.00000 180.00+AHw- 1.00000 180.00+AHw- 5.00000 900.00 CONSTRUCTION SIGNS, MOBILE +AHw- +AHw- +AHw- 0030 808-04298 2.000 EACH +AHw- 1000.00000 2000.00+AHw- 750.00000 1500.00+AHw- 750.00000 1500.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC +AHw- +AHw- +AHw- WORD (RR) +AHw- +AHw- +AHw- 0031 808-06712 1000.000 LFT +AHw- 0.35000 350.00+AHw- 0.25000 250.00+AHw- 0.25000 250.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0032 808-06713 7750.000 LFT +AHw- 0.35000 2712.50+AHw- 0.25000 1937.50+AHw- 0.25000 1937.50 LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0033 808-06714 2850.000 LFT +AHw- 0.35000 997.50+AHw- 0.25000 712.50+AHw- 0.25000 712.50 LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0034 808-75297 25.000 LFT +AHw- 10.00000 250.00+AHw- 2.00000 50.00+AHw- 2.00000 50.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0035 808-75996 66.000 EACH +AHw- 14.84000 979.44+AHw- 2.96000 195.36+AHw- 25.00000 1650.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0036 808-75998 66.000 EACH +AHw- 40.00000 2640.00+AHw- 40.00000 2640.00+AHw- 40.00000 2640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 630 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 256,000.00 ROUTE : 105 CALL ORDER : 630 CONTRACT ID : M -29327-A COUNTIES : HUNTINGTON LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1139301 +AHw-( 2 ) 35-1065659 +AHw-( 3 ) 35-0997978 +AHw-E +ACY- B PAVING INC +AHw-BROOKS CONSTRUCTION COMPANY +AHw-PHEND +ACY- BROWN INC LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 213-08058 8.000 CYS +AHw- 134.35000 1074.80+AHw- 88.64000 709.12+AHw- 50.00000 400.00 FLOWABLE BACKFILL +AHw- +AHw- +AHw- 0038 715-08305 16.000 TON +AHw- 120.00000 1920.00+AHw- 91.62000 1465.92+AHw- 150.00000 2400.00 HMA FOR STRUCTURE INSTALLATION, TYPE B +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 208,522.24+AHw- +ACQ- 215,518.25+AHw- +ACQ- 349,788.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 208,522.24+AHw- +ACQ- 215,518.25+AHw- +ACQ- 349,788.65 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 670 -1 VENDOR RANKING CALL ORDER : 670 CONTRACT ID : M -29329-A COUNTIES : VARIOUS LETTING DATE : 04/18/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 08/13/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600785 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC +ACQ- 273,526.79 100.0000+ACU- 2 35-1139301 E +ACY- B PAVING INC +ACQ- 277,844.00 101.5783+ACU- 3 62-1492793 API CONSTRUCTION CORP. +ACQ- 330,745.90 120.9190+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 670 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 384,000.00 ROUTE : CALL ORDER : 670 CONTRACT ID : M -29329-A COUNTIES : VARIOUS LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 62-1492793 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw-API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL +AHw- +AHw- +AHw- 0001 105-08520 1.000 EACH +AHw- 79.97000 79.97+AHw- 150.00000 150.00+AHw- 220.00000 220.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0002 105-08521 1.000 MOS +AHw- 35.99000 35.99+AHw- 150.00000 150.00+AHw- 120.00000 120.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0003 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0004 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0005 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0006 110-01001 LUMP +AHw- 13600.00000 13600.00+AHw- 1000.00000 1000.00+AHw- 16410.00000 16410.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0007 301-07448 20.000 TON +AHw- 5.00000 100.00+AHw- 35.00000 700.00+AHw- 43.00000 860.00 COMPACTED AGGREGATE, NO. 53, BASE +AHw- +AHw- +AHw- 0008 303-07449 130.000 TON +AHw- 10.00000 1300.00+AHw- 125.00000 16250.00+AHw- 185.00000 24050.00 COMPACTED AGGREGATE, NO. 73 +AHw- +AHw- +AHw- 0009 304-07491 60.000 TON +AHw- 162.00000 9720.00+AHw- 125.00000 7500.00+AHw- 135.00000 8100.00 HMA PATCHING, TYPE C +AHw- +AHw- +AHw- 0010 306-08034 10269.000 SYS +AHw- 6.85000 70342.65+AHw- 2.00000 20538.00+AHw- 3.45000 35428.05 MILLING, ASPHALT, 1 1/2 IN. +AHw- +AHw- +AHw- 0011 306-08043 4730.000 SYS +AHw- 2.60000 12298.00+AHw- 2.00000 9460.00+AHw- 3.45000 16318.50 MILLING, TRANSITION +AHw- +AHw- +AHw- 0012 306-08432 854.000 SYS +AHw- 0.01000 8.54+AHw- 2.00000 1708.00+AHw- 3.45000 2946.30 MILLING, APPROACH +AHw- +AHw- +AHw- 0013 402-07452 2077.000 TON +AHw- 69.25000 143832.25+AHw- 75.00000 155775.00+AHw- 81.00000 168237.00 HMA WEDGE AND LEVEL, TYPE C +AHw- +AHw- +AHw- 0014 406-05520 9.000 TON +AHw- 10.00000 90.00+AHw- 10.00000 90.00+AHw- 345.00000 3105.00 ASPHALT FOR TACK COAT +AHw- +AHw- +AHw- 0015 610-07486 70.000 TON +AHw- 15.00000 1050.00+AHw- 115.00000 8050.00+AHw- 91.00000 6370.00 HMA FOR APPROACHES, TYPE A +AHw- +AHw- +AHw- 0016 801-06203 594.000 LFT +AHw- 3.25000 1930.50+AHw- 2.00000 1188.00+AHw- 3.25000 1930.50 TEMPORARY PAVEMENT MARKING, 4 IN. +AHw- +AHw- +AHw- 0017 801-06207 594.000 LFT +AHw- 1.50000 891.00+AHw- 2.00000 1188.00+AHw- 3.55000 2108.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, +AHw- +AHw- +AHw- 4 IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 670 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 384,000.00 ROUTE : CALL ORDER : 670 CONTRACT ID : M -29329-A COUNTIES : VARIOUS LETTING DATE : 04/18/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1065659 +AHw-( 2 ) 35-1139301 +AHw-( 3 ) 62-1492793 +AHw-BROOKS CONSTRUCTION COMPANY +AHw-E +ACY- B PAVING INC +AHw-API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06775 LUMP +AHw- 1150.00000 1150.00+AHw- 1000.00000 1000.00+AHw- 21265.00000 21265.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0019 801-92448 180.000 DAY +AHw- 3.00000 540.00+AHw- 2.00000 360.00+AHw- 20.00000 3600.00 CONSTRUCTION SIGNS, MOBILE +AHw- +AHw- +AHw- 0020 808-06712 103.000 LFT +AHw- 0.45000 46.35+AHw- 2.00000 206.00+AHw- 0.45000 46.35 LINE, PAINT, BROKEN, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0021 808-06713 10380.000 LFT +AHw- 0.45000 4671.00+AHw- 2.00000 20760.00+AHw- 0.45000 4671.00 LINE, PAINT, SOLID, WHITE, 4 IN. +AHw- +AHw- +AHw- 0022 808-06714 10970.000 LFT +AHw- 0.45000 4936.50+AHw- 2.00000 21940.00+AHw- 0.45000 4936.50 LINE, PAINT, SOLID, YELLOW, 4 IN. +AHw- +AHw- +AHw- 0023 808-75097 60.000 LFT +AHw- 12.00000 720.00+AHw- 40.00000 2400.00+AHw- 12.00000 720.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, +AHw- +AHw- +AHw- 24 IN. +AHw- +AHw- +AHw- 0024 808-75140 2.000 EACH +AHw- 490.00000 980.00+AHw- 490.00000 980.00+AHw- 490.00000 980.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD +AHw- +AHw- +AHw- RXR +AHw- +AHw- +AHw- 0025 808-75996 104.000 EACH +AHw- 0.01000 1.04+AHw- 12.00000 1248.00+AHw- 30.00000 3120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, +AHw- +AHw- +AHw- REMOVE +AHw- +AHw- +AHw- 0026 808-75998 104.000 EACH +AHw- 50.00000 5200.00+AHw- 50.00000 5200.00+AHw- 50.00000 5200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 273,526.79+AHw- +ACQ- 277,844.00+AHw- +ACQ- 330,745.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 273,526.79+AHw- +ACQ- 277,844.00+AHw- +ACQ- 330,745.90 +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 820 -1 VENDOR RANKING CALL ORDER : 820 CONTRACT ID : T -29196-A COUNTIES : WAYNE LETTING DATE : 04/18/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 08/04/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600093 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL +ACU- OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1710202 SIGNAL CONSTRUCTION, INC. +ACQ- 223,019.00 100.0000+ACU- 2 35-0821499 JAMES H DREW CORPORATION +ACQ- 242,862.83 108.8978+ACU- 3 74-2851603 QUANTA SERVICES, INC. +ACQ- 254,276.75 114.0157+ACU- 4 35-0392360 HOOSIER COMPANY INC +ACQ- 264,482.00 118.5917+ACU- 5 35-1262778 MIDWESTERN ELECTRIC +ACQ- 288,965.10 129.5697+ACU- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 820 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 234,000.00 ROUTE : 40 CALL ORDER : 820 CONTRACT ID : T -29196-A COUNTIES : WAYNE LETTING DATE : 04/18/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1710202 +AHw-( 2 ) 35-0821499 +AHw-( 3 ) 74-2851603 +AHw-SIGNAL CONSTRUCTION, INC. +AHw-JAMES H DREW CORPORATION +AHw-QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 1000.00000 1000.00+AHw- 525.00000 525.00+AHw- 1000.00000 1000.00 CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07040 6.000 MOS +AHw- 1000.00000 6000.00+AHw- 1600.57000 9603.42+AHw- 1400.00000 8400.00 FIELD OFFICE, C +AHw- +AHw- +AHw- 0003 105-08520 2.000 EACH +AHw- 250.00000 500.00+AHw- 400.00000 800.00+AHw- 150.00000 300.00 CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 12.000 MOS +AHw- 75.00000 900.00+AHw- 60.00000 720.00+AHw- 100.00000 1200.00 CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0007 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0008 110-01001 LUMP +AHw- 5000.00000 5000.00+AHw- 2433.48000 2433.48+AHw- 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0010 801-06640 26.000 EACH +AHw- 125.00000 3250.00+AHw- 79.80000 2074.80+AHw- 235.00000 6110.00 CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0011 801-06710 120.000 DAY +AHw- 1.00000 120.00+AHw- 25.27000 3032.40+AHw- 135.00000 16200.00 FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0012 801-06775 LUMP +AHw- 1000.00000 1000.00+AHw- 1300.03000 1300.03+AHw- 4000.00000 4000.00 MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0013 802-76025 40.000 SFT +AHw- 25.00000 1000.00+AHw- 62.85000 2514.00+AHw- 26.00000 1040.00 SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0014 802-99045 13.000 EACH +AHw- 50.00000 650.00+AHw- 117.85000 1532.05+AHw- 95.00000 1235.00 SIGN REMOUNTING +AHw- +AHw- +AHw- 0015 805-01842 6.000 EACH +AHw- 750.00000 4500.00+AHw- 1028.03000 6168.18+AHw- 840.00000 5040.00 HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0016 805-01844 275.000 LFT +AHw- 20.00000 5500.00+AHw- 27.86000 7661.50+AHw- 17.35000 4771.25 CONDUIT, STEEL, GALVANIZED, 2 IN., +AHw- +AHw- +AHw- UNDERGROUND +AHw- +AHw- +AHw- 0017 805-02087 LUMP +AHw- 200.00000 200.00+AHw- 901.74000 901.74+AHw- 2700.00000 2700.00 TRANSPORTATION OF SALVAGEABLE SIGNAL +AHw- +AHw- +AHw- EQUIPMENT +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 820 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 234,000.00 ROUTE : 40 CALL ORDER : 820 CONTRACT ID : T -29196-A COUNTIES : WAYNE LETTING DATE : 04/18/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1710202 +AHw-( 2 ) 35-0821499 +AHw-( 3 ) 74-2851603 +AHw-SIGNAL CONSTRUCTION, INC. +AHw-JAMES H DREW CORPORATION +AHw-QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 805-78109 5.000 EACH +AHw- 14500.00000 72500.00+AHw- 13592.61000 67963.05+AHw- 11800.00000 59000.00 CONTROLLER AND CABINET, SECONDARY, MENU +AHw- +AHw- +AHw- DRIVEN, 8 PHASE Econolite TS2 Fiber +AHw- +AHw- +AHw- Secondary +AHw- +AHw- +AHw- 0019 805-78205 36.000 EACH +AHw- 850.00000 30600.00+AHw- 708.63000 25510.68+AHw- 740.00000 26640.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0020 805-78230 6.000 EACH +AHw- 1300.00000 7800.00+AHw- 1201.42000 7208.52+AHw- 1240.00000 7440.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0021 805-78415 20.000 EACH +AHw- 1200.00000 24000.00+AHw- 2096.83000 41936.60+AHw- 1500.00000 30000.00 SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0022 805-78420 20.000 EACH +AHw- 325.00000 6500.00+AHw- 225.76000 4515.20+AHw- 285.00000 5700.00 DISCONNECT HANGER +AHw- +AHw- +AHw- 0023 805-78445 5.000 EACH +AHw- 650.00000 3250.00+AHw- 780.87000 3904.35+AHw- 610.00000 3050.00 SIGNAL SERVICE +AHw- +AHw- +AHw- 0024 805-78467 125.000 LFT +AHw- 3.00000 375.00+AHw- 1.94000 242.50+AHw- 2.20000 275.00 SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0025 805-78470 3680.000 LFT +AHw- 0.25000 920.00+AHw- 0.73000 2686.40+AHw- 0.15000 552.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0026 805-78485 1930.000 LFT +AHw- 1.50000 2895.00+AHw- 1.17000 2258.10+AHw- 2.10000 4053.00 SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0027 805-78490 3180.000 LFT +AHw- 1.75000 5565.00+AHw- 1.35000 4293.00+AHw- 2.25000 7155.00 SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0028 805-78510 2950.000 LFT +AHw- 2.00000 5900.00+AHw- 0.84000 2478.00+AHw- 1.75000 5162.50 SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0029 805-78785 8.000 EACH +AHw- 550.00000 4400.00+AHw- 1088.74000 8709.92+AHw- 610.00000 4880.00 SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0030 805-78795 1100.000 LFT +AHw- 6.50000 7150.00+AHw- 8.64000 9504.00+AHw- 8.80000 9680.00 SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0031 805-92504 26.000 EACH +AHw- 325.00000 8450.00+AHw- 292.87000 7614.62+AHw- 295.00000 7670.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0032 808-06703 100.000 LFT +AHw- 1.10000 110.00+AHw- 0.61000 61.00+AHw- 1.75000 175.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0033 808-06716 100.000 LFT +AHw- 2.55000 255.00+AHw- 4.20000 420.00+AHw- 5.00000 500.00 LINE, REMOVE Stop Line +AHw- +AHw- +AHw- 0034 808-75245 1000.000 LFT +AHw- 0.70000 700.00+AHw- 0.61000 610.00+AHw- 1.75000 1750.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 820 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 234,000.00 ROUTE : 40 CALL ORDER : 820 CONTRACT ID : T -29196-A COUNTIES : WAYNE LETTING DATE : 04/18/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-+AD0APQA9AD0APQA9AD0APQA9- +AHw-( 1 ) 35-1710202 +AHw-( 2 ) 35-0821499 +AHw-( 3 ) 74-2851603 +AHw-SIGNAL CONSTRUCTION, INC. +AHw-JAMES H DREW CORPORATION +AHw-QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 808-75297 670.000 LFT +AHw- 3.80000 2546.00+AHw- 3.68000 2465.60+AHw- 6.00000 4020.00 TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0036 808-75320 39.000 EACH +AHw- 80.00000 3120.00+AHw- 70.35000 2743.65+AHw- 65.00000 2535.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0037 808-75325 32.000 EACH +AHw- 105.00000 3360.00+AHw- 95.55000 3057.60+AHw- 95.00000 3040.00 PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0038 202-01300 3.000 EACH +AHw- 1000.00000 3000.00+AHw- 1803.48000 5410.44+AHw- 2333.33330 7000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 223,019.00+AHw- +ACQ- 242,862.83+AHw- +ACQ- 254,276.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 223,019.00+AHw- +ACQ- 242,862.83+AHw- +ACQ- 254,276.75 +AD0APQA9AD0-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 820 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 234,000.00 ROUTE : 40 CALL ORDER : 820 CONTRACT ID : T -29196-A COUNTIES : WAYNE LETTING DATE : 04/18/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0392360 +AHw-( 5 ) 35-1262778 +AHw-( ) +AHw-HOOSIER COMPANY INC +AHw-MIDWESTERN ELECTRIC +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION +AHw- +AHw- +AHw- 0001 105-06845 LUMP +AHw- 3300.00000 3300.00+AHw- 2360.00000 2360.00+AHw- CONSTRUCTION ENGINEERING +AHw- +AHw- +AHw- 0002 105-07040 6.000 MOS +AHw- 1220.00000 7320.00+AHw- 2244.00000 13464.00+AHw- FIELD OFFICE, C +AHw- +AHw- +AHw- 0003 105-08520 2.000 EACH +AHw- 258.00000 516.00+AHw- 110.00000 220.00+AHw- CELLULAR TELEPHONE/RADIO +AHw- +AHw- +AHw- 0004 105-08521 12.000 MOS +AHw- 129.00000 1548.00+AHw- 95.00000 1140.00+AHw- CELLULAR TELEPHONE/RADIO SERVICE +AHw- +AHw- +AHw- 0005 105-08524 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- CELLULAR TELEPHONE/RADIO, ADDITIONAL +AHw- +AHw- +AHw- MINUTES +AHw- +AHw- +AHw- 0006 109-08443 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC +AHw- +AHw- +AHw- CONTROL DEVICES +AHw- +AHw- +AHw- 0007 109-08444 1.000 DOL +AHw- 1.00000 1.00+AHw- 1.00000 1.00+AHw- QUALITY ADJUSTMENTS, FAILED MATERIALS +AHw- +AHw- +AHw- 0008 110-01001 LUMP +AHw- 13200.00000 13200.00+AHw- 23360.00000 23360.00+AHw- MOBILIZATION AND DEMOBILIZATION +AHw- +AHw- +AHw- 0010 801-06640 26.000 EACH +AHw- 130.00000 3380.00+AHw- 132.00000 3432.00+AHw- CONSTRUCTION SIGN, A +AHw- +AHw- +AHw- 0011 801-06710 120.000 DAY +AHw- 26.00000 3120.00+AHw- 32.00000 3840.00+AHw- FLASHING ARROW SIGN +AHw- +AHw- +AHw- 0012 801-06775 LUMP +AHw- 1640.00000 1640.00+AHw- 6870.00000 6870.00+AHw- MAINTAINING TRAFFIC +AHw- +AHw- +AHw- 0013 802-76025 40.000 SFT +AHw- 17.00000 680.00+AHw- 20.00000 800.00+AHw- SIGN, SHEET, ENCAPSULATED LENS WITH +AHw- +AHw- +AHw- LEGEND, 0.080 IN. THICKNESS +AHw- +AHw- +AHw- 0014 802-99045 13.000 EACH +AHw- 172.00000 2236.00+AHw- 89.00000 1157.00+AHw- SIGN REMOUNTING +AHw- +AHw- +AHw- 0015 805-01842 6.000 EACH +AHw- 1130.00000 6780.00+AHw- 844.00000 5064.00+AHw- HANDHOLE, SIGNAL +AHw- +AHw- +AHw- 0016 805-01844 275.000 LFT +AHw- 29.00000 7975.00+AHw- 23.00000 6325.00+AHw- CONDUIT, STEEL, GALVANIZED, 2 IN., +AHw- +AHw- +AHw- UNDERGROUND +AHw- +AHw- +AHw- 0017 805-02087 LUMP +AHw- 820.00000 820.00+AHw- 2300.00000 2300.00+AHw- TRANSPORTATION OF SALVAGEABLE SIGNAL +AHw- +AHw- +AHw- EQUIPMENT +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 820 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 234,000.00 ROUTE : 40 CALL ORDER : 820 CONTRACT ID : T -29196-A COUNTIES : WAYNE LETTING DATE : 04/18/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9- +AHw-( 4 ) 35-0392360 +AHw-( 5 ) 35-1262778 +AHw-( ) +AHw-HOOSIER COMPANY INC +AHw-MIDWESTERN ELECTRIC +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 805-78109 5.000 EACH +AHw- 13300.00000 66500.00+AHw- 12980.00000 64900.00+AHw- CONTROLLER AND CABINET, SECONDARY, MENU +AHw- +AHw- +AHw- DRIVEN, 8 PHASE Econolite TS2 Fiber +AHw- +AHw- +AHw- Secondary +AHw- +AHw- +AHw- 0019 805-78205 36.000 EACH +AHw- 740.00000 26640.00+AHw- 678.00000 24408.00+AHw- TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN +AHw- +AHw- +AHw- 0020 805-78230 6.000 EACH +AHw- 1220.00000 7320.00+AHw- 1290.00000 7740.00+AHw- TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED +AHw- +AHw- +AHw- AMBER, GREEN, AMBER ARROW, GREEN ARROW +AHw- +AHw- +AHw- 0021 805-78415 20.000 EACH +AHw- 2230.00000 44600.00+AHw- 2892.00000 57840.00+AHw- SPAN, CATENARY, AND TETHER +AHw- +AHw- +AHw- 0022 805-78420 20.000 EACH +AHw- 322.00000 6440.00+AHw- 260.00000 5200.00+AHw- DISCONNECT HANGER +AHw- +AHw- +AHw- 0023 805-78445 5.000 EACH +AHw- 520.00000 2600.00+AHw- 684.00000 3420.00+AHw- SIGNAL SERVICE +AHw- +AHw- +AHw- 0024 805-78467 125.000 LFT +AHw- 2.94000 367.50+AHw- 2.44000 305.00+AHw- SIGNAL CABLE, 3C 8GA. +AHw- +AHw- +AHw- 0025 805-78470 3680.000 LFT +AHw- 0.26000 956.80+AHw- 0.50000 1840.00+AHw- SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. +AHw- +AHw- +AHw- 0026 805-78485 1930.000 LFT +AHw- 2.69000 5191.70+AHw- 1.62000 3126.60+AHw- SIGNAL CABLE, 5C 14GA. +AHw- +AHw- +AHw- 0027 805-78490 3180.000 LFT +AHw- 2.91000 9253.80+AHw- 1.85000 5883.00+AHw- SIGNAL CABLE, 7C 14GA. +AHw- +AHw- +AHw- 0028 805-78510 2950.000 LFT +AHw- 1.86000 5487.00+AHw- 0.93000 2743.50+AHw- SIGNAL CABLE, 2C 16GA., SHIELDED +AHw- +AHw- +AHw- 0029 805-78785 8.000 EACH +AHw- 900.00000 7200.00+AHw- 688.00000 5504.00+AHw- SIGNAL DETECTOR HOUSING +AHw- +AHw- +AHw- 0030 805-78795 1100.000 LFT +AHw- 7.90000 8690.00+AHw- 8.45000 9295.00+AHw- SAW CUT FOR ROADWAY LOOP AND SEALER +AHw- +AHw- +AHw- 0031 805-92504 26.000 EACH +AHw- 312.00000 8112.00+AHw- 383.00000 9958.00+AHw- LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE +AHw- +AHw- +AHw- 0032 808-06703 100.000 LFT +AHw- 0.62000 62.00+AHw- 1.20000 120.00+AHw- LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN +AHw- +AHw- +AHw- 0033 808-06716 100.000 LFT +AHw- 2.08000 208.00+AHw- 2.90000 290.00+AHw- LINE, REMOVE Stop Line +AHw- +AHw- +AHw- 0034 808-75245 1000.000 LFT +AHw- 0.52000 520.00+AHw- 0.80000 800.00+AHw- LINE, THERMOPLASTIC, SOLID, YELLOW, 4 +AHw- +AHw- +AHw- IN. +AHw- +AHw- +AHw- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/07 PAGE : 820 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: +ACQ- 234,000.00 ROUTE : 40 CALL ORDER : 820 CONTRACT ID : T -29196-A COUNTIES : WAYNE LETTING DATE : 04/18/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQ-+AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0- +AHw-( 4 ) 35-0392360 +AHw-( 5 ) 35-1262778 +AHw-( ) +AHw-HOOSIER COMPANY INC +AHw-MIDWESTERN ELECTRIC +AHw- LINE NO / ITEM CODE / ALT +AHw- +AHw- +AHw- ITEM DESCRIPTION QUANTITY +AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT+AHw- UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 808-75297 670.000 LFT +AHw- 4.16000 2787.20+AHw- 4.30000 2881.00+AHw- TRANSVERSE MARKINGS, THERMOPLASTIC, +AHw- +AHw- +AHw- STOP LINE, 24 IN. +AHw- +AHw- +AHw- 0036 808-75320 39.000 EACH +AHw- 78.00000 3042.00+AHw- 84.00000 3276.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, LANE INDICATION ARROW +AHw- +AHw- +AHw- 0037 808-75325 32.000 EACH +AHw- 83.00000 2656.00+AHw- 110.00000 3520.00+AHw- PAVEMENT MESSAGE MARKINGS, +AHw- +AHw- +AHw- THERMOPLASTIC, WORD (ONLY) +AHw- +AHw- +AHw- 0038 202-01300 3.000 EACH +AHw- 1110.00000 3330.00+AHw- 1860.00000 5580.00+AHw- TRAFFIC SIGNAL EQUIPMENT, REMOVE +AHw- +AHw- +AHw- SECTION TOTALS +AHw- +ACQ- 264,482.00+AHw- +ACQ- 288,965.10+AHw- +ACQ- ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS +AHw- +ACQ- 264,482.00+AHw- +ACQ- 288,965.10+AHw- +ACQ- +AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9AD0APQA9-