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-