INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 131 CONTRACT ID : R -27146-B COUNTIES : MADISON LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 8,418,219.75 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 8,880,000.00 105.4855% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 161 CONTRACT ID : R -27433-A COUNTIES : WHITE LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,373,807.00 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 5,379,483.83 100.1056% 3 35-1489621 HRP CONSTRUCTION, INC. $ 5,391,788.84 100.3346% 4 35-1325036 DEICHMAN EXCAVATING CO $ 5,576,695.58 103.7755% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 191 CONTRACT ID : R -27849-A COUNTIES : MARSHALL LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1657131 MICHIANA CONTRACTING INC $ 321,708.05 100.0000% 2 35-1561256 KASER-SPRAKER CONSTRUCTION $ 380,195.00 118.1801% 3 35-1460625 BROWN ,LEO CONSTRUCTION CO $ 404,062.42 125.5991% 4 35-1801998 CLR, INC. $ 493,771.78 153.4844% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,842,180.34 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. IRREGULAR BID $ 3,029,654.30 106.5961% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP | 45000.00000 45000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1600.00000 19200.00| 3000.00000 36000.00| FIELD OFFICE, A | | | 0003 108-01614 LUMP | 9500.00000 9500.00| 8000.00000 8000.00| PARTNERING OVERHEAD | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 132080.00000 132080.00| 154237.60000 154237.60| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 57000.00000 57000.00| 23700.00000 23700.00| CLEARING RIGHT OF WAY | | | 0009 202-02240 1020.000 SYS | 12.00000 12240.00| 15.00000 15300.00| PAVEMENT REMOVAL | | | 0010 202-02241 73.000 LFT | 5.20000 379.60| 5.00000 365.00| GUARDRAIL, REMOVE | | | 0011 202-02245 7.000 EACH | 450.00000 3150.00| 100.00000 700.00| TREE, 6 IN., REMOVE | | | 0012 202-02250 5.000 EACH | 760.00000 3800.00| 200.00000 1000.00| TREE, 10 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02255 4.000 EACH | 1360.00000 5440.00| 400.00000 1600.00| TREE, 18 IN., REMOVE | | | 0014 202-02260 2.000 EACH | 2250.00000 4500.00| 1000.00000 2000.00| TREE, 30 IN., REMOVE | | | 0015 202-02265 1.000 EACH | 3600.00000 3600.00| 1500.00000 1500.00| TREE, 48 IN., REMOVE | | | 0016 202-02278 4630.000 LFT | 5.70000 26391.00| 12.00000 55560.00| CURB, CONCRETE, REMOVE | | | 0017 202-91385 22.000 EACH | 540.00000 11880.00| 800.00000 17600.00| INLET, REMOVE | | | 0018 202-91922 7.000 EACH | 175.00000 1225.00| 650.00000 4550.00| STUMP, REMOVE | | | 0019 202-93047 1.000 EACH | 1700.00000 1700.00| 800.00000 800.00| MANHOLE, REMOVE | | | 0020 203-02000 8276.000 CYS | 12.50000 103450.00| 20.40000 168830.40| EXCAVATION, COMMON | | | 0021 205-06937 715.000 LFT | 1.40000 1001.00| 1.80000 1287.00| TEMPORARY SILT FENCE | | | 0022 207-08268 13090.000 SYS | 11.30000 147917.00| 11.00000 143990.00| SUBGRADE TREATMENT, TYPE IV | | | 0023 211-07454 5960.000 CYS | 23.00000 137080.00| 24.00000 143040.00| STRUCTURE BACKFILL | | | 0024 301-07448 4990.000 TON | 23.00000 114770.00| 17.00000 84830.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-07449 12.000 TON | 46.00000 552.00| 17.40000 208.80| COMPACTED AGGREGATE, NO. 73 | | | 0026 304-07490 30.000 TON | 175.00000 5250.00| 95.00000 2850.00| HMA PATCHING, TYPE B | | | 0027 304-07493 68.000 TON | 73.00000 4964.00| 170.00000 11560.00| WIDENING WITH HMA, TYPE B | | | 0028 306-08037 5390.000 SYS | 3.00000 16170.00| 1.70000 9163.00| MILLING, ASPHALT, 3 IN. | | | 0029 401-07333 1460.000 TON | 63.00000 91980.00| 60.00000 87600.00| QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0030 401-07402 2750.000 TON | 53.00000 145750.00| 54.00000 148500.00| QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0031 401-07407 2870.000 TON | 48.00000 137760.00| 50.00000 143500.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0032 406-05520 13.000 TON | 290.00000 3770.00| 300.00000 3900.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 603-04244 1.000 EACH | 1950.00000 1950.00| 1800.00000 1800.00| GATE , METAL, ORNAMENTAL | | | 0034 604-04439 192.000 SYS | 83.00000 15936.00| 200.00000 38400.00| TEXTURED CONCRETE PAVEMENT | | | 0035 604-07894 180.000 SYS | 136.00000 24480.00| 105.00000 18900.00| CURB RAMP, CONCRETE, A | | | 0036 604-07900 42.000 SYS | 110.00000 4620.00| 105.00000 4410.00| CURB RAMP, CONCRETE, F | | | 0037 604-07901 65.000 SYS | 180.00000 11700.00| 105.00000 6825.00| CURB RAMP, CONCRETE, G | | | 0038 604-44251 3.000 CYS | 1200.00000 3600.00| 1350.00000 4050.00| STEPS, CONCRETE | | | 0039 604-91531 4940.000 SYS | 37.00000 182780.00| 36.00000 177840.00| SIDEWALK, CONCRETE, 4 IN. | | | 0040 605-06120 126.000 LFT | 21.00000 2646.00| 25.00000 3150.00| CURB, CONCRETE | | | 0041 605-06140 480.000 LFT | 20.00000 9600.00| 23.00000 11040.00| CURB AND GUTTER, CONCRETE | | | 0042 605-06155 4860.000 LFT | 16.00000 77760.00| 22.00000 106920.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0043 607-90826 1.000 EACH | 825.00000 825.00| 1000.00000 1000.00| GUTTER TURNOUT, CONCRETE | | | 0044 610-07487 340.000 TON | 85.00000 28900.00| 70.00000 23800.00| HMA FOR APPROACHES, TYPE B | | | 0045 610-08446 1600.000 SYS | 44.00000 70400.00| 100.00000 160000.00| PCCP FOR APPROACHES, 6 IN. | | | 0046 616-02320 43.000 SYS | 1.35000 58.05| 7.00000 301.00| GEOTEXTILES | | | 0047 616-06451 115.000 TON | 40.00000 4600.00| 40.00000 4600.00| RIPRAP, UNIFORM , TYPE A | | | 0048 621-06575 3150.000 SYS | 2.50000 7875.00| 3.00000 9450.00| SODDING, NURSERY | | | 0049 622-04648 16.000 EACH | 800.00000 12800.00| 1200.00000 19200.00| TREE GRATE | | | 0050 622-05649 17.000 EACH | 265.00000 4505.00| 400.00000 6800.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0051 622-05650 11.000 EACH | 285.00000 3135.00| 475.00000 5225.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 702-90915 80.000 CYS | 250.00000 20000.00| 480.00000 38400.00| CONCRETE, A | | | 0053 703-06028 2460.000 LBS | 1.70000 4182.00| 2.75000 6765.00| REINFORCING BARS | | | 0054 706-01268 20.000 LFT | 150.00000 3000.00| 185.00000 3700.00| HANDRAIL, ALUMINUM | | | 0055 708-51814 60.000 SFT | 3.20000 192.00| 11.00000 660.00| WELDED STEEL WIRE FABRIC , 6X6-W8.5XW8. | | | 0056 708-51814 140.000 SFT | 2.70000 378.00| 12.00000 1680.00| WELDED STEEL WIRE FABRIC ,6x6 - W6xW6 | | | 0057 711-51035 145.000 LBS | 6.20000 899.00| 24.00000 3480.00| STRUCTURAL STEEL | | | 0060 715-02181 100.000 LFT | 90.00000 9000.00| 200.00000 20000.00| SANITARY SEWER SERVICE ADJUSTMENT | | | 0061 715-05024 40.000 LFT | 102.00000 4080.00| 75.00000 3000.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0062 715-05048 36.000 LFT | 25.00000 900.00| 35.00000 1260.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0063 715-05052 18.000 LFT | 50.00000 900.00| 110.00000 1980.00| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0064 715-05146 70.000 LFT | 30.00000 2100.00| 35.00000 2450.00| PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0065 715-05149 1280.000 LFT | 55.00000 70400.00| 150.00000 192000.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0066 715-05151 20.000 LFT | 160.00000 3200.00| 75.00000 1500.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0067 715-05152 870.000 LFT | 52.00000 45240.00| 45.00000 39150.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0068 715-05154 160.000 LFT | 85.00000 13600.00| 70.00000 11200.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0069 715-05156 720.000 LFT | 90.00000 64800.00| 72.00000 51840.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0070 715-05162 1020.000 LFT | 165.00000 168300.00| 145.00000 147900.00| PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0071 715-05203 40.000 LFT | 10.00000 400.00| 35.00000 1400.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0072 715-05428 230.000 LFT | 110.00000 25300.00| 135.00000 31050.00| PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0073 715-08305 180.000 TON | 99.00000 17820.00| 80.00000 14400.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 715-96881 1.000 EACH | 5000.00000 5000.00| 4000.00000 4000.00| PIPE END SECTION, 54 IN. | | | 0075 718-99153 108.000 SYS | 1.45000 156.60| 4.00000 432.00| GEOTEXTILES FOR UNDERDRAIN | | | 0076 720-01092 4.000 EACH | 4400.00000 17600.00| 3800.00000 15200.00| MANHOLE, J15, MODIFIED | | | 0079 720-03194 1.000 EACH | 12000.00000 12000.00| 2200.00000 2200.00| MANHOLE , M15, MODIFIED | | | 0080 720-03280 1.000 EACH | 4600.00000 4600.00| 3200.00000 3200.00| MANHOLE, J, MODIFIED , TYPE 5 | | | 0082 720-44000 6.000 EACH | 600.00000 3600.00| 600.00000 3600.00| CASTING, ADJUST TO GRADE | | | 0083 720-44000 46.000 EACH | 300.00000 13800.00| 550.00000 25300.00| CASTING, ADJUST TO GRADE , WATER VALVE | | | 0084 720-44025 1.000 EACH | 750.00000 750.00| 800.00000 800.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0085 720-45005 1.000 EACH | 2500.00000 2500.00| 2000.00000 2000.00| INLET, A2 | | | 0086 720-45010 1.000 EACH | 2100.00000 2100.00| 1800.00000 1800.00| INLET, A3 | | | 0087 720-45041 1.000 EACH | 2450.00000 2450.00| 2100.00000 2100.00| INLET, H5 | | | 0088 720-45045 1.000 EACH | 2300.00000 2300.00| 1800.00000 1800.00| INLET, J10 | | | 0089 720-45055 1.000 EACH | 2300.00000 2300.00| 1400.00000 1400.00| INLET, M10 | | | 0090 720-45075 1.000 EACH | 3000.00000 3000.00| 2000.00000 2000.00| INLET, R13 | | | 0091 720-45410 6.000 EACH | 3050.00000 18300.00| 2200.00000 13200.00| MANHOLE, C4 | | | 0092 720-93501 6.000 EACH | 10000.00000 60000.00| 1600.00000 9600.00| MANHOLE, L4 | | | 0093 720-95422 2.000 EACH | 4100.00000 8200.00| 3100.00000 6200.00| MANHOLE, J4 | | | 0094 720-98174 13.000 EACH | 2600.00000 33800.00| 2500.00000 32500.00| INLET, B15 | | | 0095 720-98555 10.000 EACH | 2650.00000 26500.00| 2600.00000 26000.00| INLET, C15 | | | 0096 732-03063 3.000 EACH | 3500.00000 10500.00| 4700.00000 14100.00| TAPPING SLEEVE , GATE VALVE, 6 IN. X 6 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 732-04926 4.000 EACH | 9400.00000 37600.00| 5500.00000 22000.00| VALVE , INSERTABLE, 12 IN. | | | 0098 732-06050 3.000 EACH | 450.00000 1350.00| 0.00000 0.00| CAP PIPE, WATER MAIN, 6 IN. | | | 0099 732-07653 14.000 TON | 20.00000 280.00| 17.00000 238.00| COARSE AGGREGATE, NO. 8 | | | 0100 732-91738 21.000 LFT | 100.00000 2100.00| 160.00000 3360.00| WATER MAIN, DUCTILE IRON, 6 IN. | | | 0101 732-91742 3.000 EACH | 3100.00000 9300.00| 3200.00000 9600.00| FIRE HYDRANT | | | 0102 732-97009 3.000 EACH | 1400.00000 4200.00| 515.00000 1545.00| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0103 801-03290 6.000 EACH | 1.45000 8.70| 1.50000 9.00| CONSTRUCTION SIGN, C | | | 0104 801-04308 14.000 EACH | 235.00000 3290.00| 230.00000 3220.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0105 801-06625 107.000 EACH | 91.00000 9737.00| 90.00000 9630.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0106 801-06640 11.000 EACH | 165.00000 1815.00| 160.00000 1760.00| CONSTRUCTION SIGN, A | | | 0107 801-06775 LUMP | 62240.00000 62240.00| 8000.00000 8000.00| MAINTAINING TRAFFIC | | | 0108 801-07118 360.000 LFT | 14.50000 5220.00| 14.00000 5040.00| BARRICADE, III-A | | | 0109 801-07119 200.000 LFT | 16.50000 3300.00| 16.00000 3200.00| BARRICADE, III-B | | | 0110 802-05704 450.000 LFT | 10.00000 4500.00| 9.00000 4050.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0111 802-76025 98.000 SFT | 18.00000 1764.00| 15.00000 1470.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0112 802-76035 6.000 SFT | 23.00000 138.00| 12.00000 72.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0113 802-76045 42.000 SFT | 24.00000 1008.00| 32.00000 1344.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0114 805-01815 4.000 EACH | 1700.00000 6800.00| 1700.00000 6800.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 805-01842 8.000 EACH | 675.00000 5400.00| 800.00000 6400.00| HANDHOLE, SIGNAL | | | 0116 805-01879 1.000 EACH | 500.00000 500.00| 450.00000 450.00| SIGNAL SERVICE, INSTALL , INSTALL | | | 0117 805-02069 1.000 EACH | 2600.00000 2600.00| 2700.00000 2700.00| SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0118 805-02077 3.000 EACH | 2850.00000 8550.00| 3000.00000 9000.00| SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0119 805-02087 LUMP | 825.00000 825.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0120 805-02152 8.000 EACH | 425.00000 3400.00| 500.00000 4000.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0121 805-02373 587.000 LFT | 2.85000 1672.95| 2.50000 1467.50| INTERCONNECT CABLE, FIBER OPTIC | | | 0122 805-06592 2148.000 LFT | 13.50000 28998.00| 14.00000 30072.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0123 805-06592 80.000 LFT | 13.50000 1080.00| 8.00000 640.00| CONDUIT, STEEL, GALVANIZED, 2 IN. , | | | SERVICE POINT | | | 0124 805-06595 3200.000 LFT | 5.50000 17600.00| 8.00000 25600.00| CONDUIT, PVC, 2 IN. | | | 0125 805-78205 4.000 EACH | 500.00000 2000.00| 625.00000 2500.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0126 805-78230 4.000 EACH | 970.00000 3880.00| 1100.00000 4400.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0127 805-78370 8.000 EACH | 105.00000 840.00| 125.00000 1000.00| PEDESTRIAN PUSH BUTTON | | | 0128 805-78485 1122.000 LFT | 1.08000 1211.76| 1.40000 1570.80| SIGNAL CABLE, 5C 14GA. | | | 0129 805-78490 650.000 LFT | 1.16000 754.00| 1.50000 975.00| SIGNAL CABLE, 7C 14GA. | | | 0130 805-78510 989.000 LFT | 0.68000 672.52| 1.30000 1285.70| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0131 805-78746 1099.000 LFT | 12.00000 13188.00| 4.50000 4945.50| PREFORMED LOOP DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 805-90187 2100.000 LFT | 19.50000 40950.00| 30.00000 63000.00| CONDUIT, STEEL, GALVANIZED, 4 IN. | | | 0133 805-90187 100.000 LFT | 17.50000 1750.00| 20.00000 2000.00| CONDUIT, STEEL, GALVANIZED, 4 IN. , | | | SERVICE POINT | | | 0134 805-92504 3.000 EACH | 260.00000 780.00| 250.00000 750.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0135 805-95568 2200.000 LFT | 8.10000 17820.00| 13.00000 28600.00| CONDUIT, PVC, 4 IN. | | | 0136 807-02191 17.000 EACH | 900.00000 15300.00| 180.00000 3060.00| HANDHOLE, LIGHTING ,10 IN. DIA. X 17 IN | | | 0137 807-02191 7.000 EACH | 800.00000 5600.00| 500.00000 3500.00| HANDHOLE, LIGHTING ,30 IN. X 17 IN. X | | | 17 IN. | | | 0138 807-03714 14.000 EACH | 475.00000 6650.00| 330.00000 4620.00| CONCRETE FOUNDATION WITH GROUNDING, 12 | | | IN DIAMETER BY 48 IN | | | 0139 807-03758 3.000 EACH | 675.00000 2025.00| 650.00000 1950.00| CONCRETE FOUNDATION WITH GROUNDING, 24 | | | IN. X 24 IN. X 96 IN. | | | 0140 807-03972 100.000 LFT | 2.70000 270.00| 6.50000 650.00| CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0141 807-04651 3400.000 LFT | 4.55000 15470.00| 2.15000 7310.00| WIRE , ALUMINUM, STRANDED, 600 VOLT, 35 | | | 0142 807-04651 1700.000 LFT | 2.05000 3485.00| 1.50000 2550.00| WIRE , ALUMINUM, STRANDED, 600 VOLT, | | | 4/0, | | | 0143 807-04651 5000.000 LFT | 1.53000 7650.00| 1.20000 6000.00| WIRE , COPPER, STRANDED, 600 VOLT, N0. | | | 6, | | | 0144 807-04651 2500.000 LFT | 1.25000 3125.00| 1.10000 2750.00| WIRE , COPPER, STRANDED, 600 VOLT, TYPE | | | 0145 807-04651 4300.000 LFT | 0.80000 3440.00| 0.50000 2150.00| WIRE , REMOVE | | | 0146 807-04654 14.000 EACH | 1350.00000 18900.00| 1300.00000 18200.00| LIGHT POLE | | | 0147 807-86605 18.000 EACH | 550.00000 9900.00| 600.00000 10800.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0148 807-86805 1.000 EACH | 1550.00000 1550.00| 2100.00000 2100.00| SERVICE POINT, I | | | 0149 808-06701 50.000 LFT | 0.42000 21.00| 0.40000 20.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0150 808-06703 5060.000 LFT | 0.42000 2125.20| 0.40000 2024.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0151 808-06705 1590.000 LFT | 0.80000 1272.00| 0.75000 1192.50| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0152 808-75245 4890.000 LFT | 0.42000 2053.80| 0.40000 1956.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0153 808-75278 270.000 LFT | 1.25000 337.50| 1.20000 324.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0154 808-75297 420.000 LFT | 4.15000 1743.00| 4.00000 1680.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0155 808-75320 10.000 EACH | 62.00000 620.00| 60.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0156 808-75325 10.000 EACH | 73.00000 730.00| 70.00000 700.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0157 808-92027 854.000 LFT | 0.79000 674.66| 0.75000 640.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0158 808-97664 10.000 EACH | 165.00000 1650.00| 160.00000 1600.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0159 808-99176 400.000 LFT | 3.90000 1560.00| 4.00000 1600.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | 0160 720-03194 1.000 EACH | 8500.00000 8500.00| 7000.00000 7000.00| MANHOLE , L15, MODIFIED | | | 0161 720-06607 9.000 EACH | 1400.00000 12600.00| 1250.00000 11250.00| SLOTTED DRAIN CLEANOUT PORT, TYPE II | | | 0162 210-07193 70.000 SFT | 60.00000 4200.00| 220.00000 15400.00| MASONRY WALL, BRICK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 201 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,830,729.39 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28103-B COUNTIES : CLINTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1212938 |( ) |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0163 210-07193 35.000 SFT | 51.00000 1785.00| 220.00000 7700.00| MASONRY WALL, CONCRETE BLOCK | | | SECTION TOTALS | $ 2,842,180.34| $ 3,029,654.30| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,842,180.34| $ 3,029,654.30| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 215 CONTRACT ID : R -28272-B COUNTIES : HENDRICKS MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM CONTRACT TIME : 11/10/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 960,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,082,765.80 112.7881% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 2,383,155.95 100.0000% 2 35-2065890 KLENCK COMPANIES INC. $ 2,492,439.00 104.5856% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,793,825.50 117.2322% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,956,411.60 124.0545% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 2,965,146.79 124.4210% ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2065890 |( 3 ) 35-1009310 |CRIDER & CRIDER, INC. |KLENCK COMPANIES INC. |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 45000.00000 45000.00| 45000.00000 45000.00| 62000.00000 62000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2200.00000 26400.00| 1500.00000 18000.00| 2035.00000 24420.00 FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 35400.00000 35400.00| 125000.00000 125000.00| 139000.00000 139000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 36400.00000 36400.00| 100000.00000 100000.00| 52000.00000 52000.00 CLEARING RIGHT OF WAY | | | 0008 202-52710 111.000 SYS | 10.35000 1148.85| 7.50000 832.50| 15.50000 1720.50 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 19988.000 CYS | 8.17000 163301.96| 7.00000 139916.00| 10.30000 205876.40 EXCAVATION, COMMON | | | 0010 205-03371 392.000 CYS | 7.15000 2802.80| 6.00000 2352.00| 14.60000 5723.20 SEDIMENT, REMOVE | | | 0011 205-06931 238.000 TON | 51.65000 12292.70| 36.00000 8568.00| 31.00000 7378.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2065890 |( 3 ) 35-1009310 |CRIDER & CRIDER, INC. |KLENCK COMPANIES INC. |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06933 28.000 EACH | 554.00000 15512.00| 190.00000 5320.00| 64.00000 1792.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 2721.000 LFT | 3.15000 8571.15| 2.00000 5442.00| 2.70000 7346.70 TEMPORARY SILT FENCE | | | 0014 207-08262 30699.000 SYS | 3.10000 95166.90| 4.00000 122796.00| 3.94000 120954.06 SUBGRADE TREATMENT, TYPE I | | | 0015 211-07454 5527.000 CYS | 14.50000 80141.50| 15.00000 82905.00| 25.80000 142596.60 STRUCTURE BACKFILL | | | 0016 213-08058 21.000 CYS | 80.00000 1680.00| 100.00000 2100.00| 136.00000 2856.00 FLOWABLE BACKFILL | | | 0017 301-07448 1001.000 TON | 22.70000 22722.70| 18.50000 18518.50| 27.70000 27727.70 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 2651.000 SYS | 1.85000 4904.35| 4.00000 10604.00| 6.20000 16436.20 MILLING, ASPHALT, 1 1/2 IN. | | | 0019 401-07327 2248.000 TON | 45.75000 102846.00| 48.25000 108466.00| 48.60000 109252.80 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0020 401-07397 3383.000 TON | 38.50000 130245.50| 40.50000 137011.50| 40.80000 138026.40 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0021 401-07407 11089.000 TON | 40.50000 449104.50| 42.50000 471282.50| 42.90000 475718.10 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0022 402-07433 98.000 TON | 58.00000 5684.00| 61.00000 5978.00| 62.00000 6076.00 HMA SURFACE, TYPE B | | | 0023 406-05520 20.000 TON | 195.00000 3900.00| 205.00000 4100.00| 215.00000 4300.00 ASPHALT FOR TACK COAT | | | 0024 604-07900 52.000 SYS | 130.00000 6760.00| 136.00000 7072.00| 114.00000 5928.00 CURB RAMP, CONCRETE, F | | | 0025 604-07902 68.000 SYS | 115.00000 7820.00| 121.00000 8228.00| 128.00000 8704.00 CURB RAMP, CONCRETE, H | | | 0026 604-91531 6679.000 SYS | 21.00000 140259.00| 24.00000 160296.00| 23.50000 156956.50 SIDEWALK, CONCRETE, 4 IN. | | | 0027 605-06140 10159.000 LFT | 11.70000 118860.30| 12.30000 124955.70| 15.90000 161528.10 CURB AND GUTTER, CONCRETE | | | 0028 610-07486 132.000 TON | 90.00000 11880.00| 95.00000 12540.00| 95.50000 12606.00 HMA FOR APPROACHES, TYPE A | | | 0029 610-08446 455.000 SYS | 36.00000 16380.00| 42.00000 19110.00| 34.70000 15788.50 PCCP FOR APPROACHES, 6 IN. | | | 0030 611-02825 1.000 EACH | 315.00000 315.00| 390.00000 390.00| 335.00000 335.00 MAILBOX ASSEMBLY, TRIPLE | | | 0031 611-06497 1.000 EACH | 105.00000 105.00| 165.00000 165.00| 125.00000 125.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2065890 |( 3 ) 35-1009310 |CRIDER & CRIDER, INC. |KLENCK COMPANIES INC. |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 611-06498 2.000 EACH | 210.00000 420.00| 285.00000 570.00| 228.00000 456.00 MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06500 6.000 EACH | 395.00000 2370.00| 420.00000 2520.00| 420.00000 2520.00 MONUMENT, A | | | 0034 615-06505 10.000 EACH | 495.00000 4950.00| 510.00000 5100.00| 520.00000 5200.00 MONUMENT, B | | | 0035 616-02320 984.000 SYS | 2.30000 2263.20| 2.00000 1968.00| 2.20000 2164.80 GEOTEXTILES | | | 0036 616-05688 107.000 TON | 39.30000 4205.10| 28.00000 2996.00| 33.00000 3531.00 RIPRAP, CLASS 1 | | | 0037 616-06405 367.000 TON | 36.00000 13212.00| 28.00000 10276.00| 31.00000 11377.00 RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH | 685.00000 1370.00| 950.00000 1900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.000 TON | 545.00000 545.00| 400.00000 400.00| 630.00000 630.00 FERTILIZER | | | 0040 621-06553 271.000 LBS | 2.95000 799.45| 2.10000 569.10| 3.30000 894.30 SEED MIXTURE, R | | | 0041 621-06557 454.000 LBS | 2.00000 908.00| 0.75000 340.50| 2.80000 1271.20 SEED MIXTURE, T | | | 0042 621-06565 3.000 TON | 415.00000 1245.00| 525.00000 1575.00| 510.00000 1530.00 MULCHING MATERIAL | | | 0043 621-06567 28.000 kGAL | 15.00000 420.00| 2.00000 56.00| 3.00000 84.00 WATER | | | 0044 621-06570 1198.000 CYS | 2.65000 3174.70| 5.00000 5990.00| 13.70000 16412.60 TOP SOIL | | | 0045 621-06574 6929.000 SYS | 2.85000 19747.65| 3.65000 25290.85| 3.16000 21895.64 SODDING | | | 0046 622-05649 26.000 EACH | 235.00000 6110.00| 252.00000 6552.00| 340.00000 8840.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0047 715-05048 50.000 LFT | 23.60000 1180.00| 15.75000 787.50| 23.00000 1150.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05127 104.000 LFT | 92.60000 9630.40| 54.00000 5616.00| 84.00000 8736.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0049 715-05149 681.000 LFT | 36.60000 24924.60| 18.90000 12870.90| 32.70000 22268.70 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0050 715-05151 1631.000 LFT | 34.30000 55943.30| 22.00000 35882.00| 35.60000 58063.60 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2065890 |( 3 ) 35-1009310 |CRIDER & CRIDER, INC. |KLENCK COMPANIES INC. |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-05152 318.000 LFT | 36.70000 11670.60| 27.00000 8586.00| 40.20000 12783.60 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0052 715-05153 1152.000 LFT | 39.65000 45676.80| 31.00000 35712.00| 45.70000 52646.40 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0053 715-05154 1025.000 LFT | 39.50000 40487.50| 36.00000 36900.00| 49.80000 51045.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0054 715-05156 1866.000 LFT | 57.10000 106548.60| 40.00000 74640.00| 59.80000 111586.80 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0055 715-08283 31.000 SYS | 30.75000 953.25| 65.00000 2015.00| 52.00000 1612.00 PCCP FOR STRUCTURE INSTALLATION | | | 0056 715-08305 5.000 TON | 79.50000 397.50| 150.00000 750.00| 131.00000 655.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0057 715-46005 1.000 EACH | 356.50000 356.50| 740.00000 740.00| 215.00000 215.00 PIPE END SECTION, 15 IN. | | | 0058 715-46020 2.000 EACH | 500.00000 1000.00| 1575.00000 3150.00| 425.00000 850.00 PIPE END SECTION, 24 IN. | | | 0059 715-46030 3.000 EACH | 675.00000 2025.00| 1665.00000 4995.00| 1020.00000 3060.00 PIPE END SECTION, 30 IN. | | | 0060 720-44000 1.000 EACH | 140.00000 140.00| 665.00000 665.00| 510.00000 510.00 CASTING, ADJUST TO GRADE | | | 0061 720-44296 2.000 EACH | 230.00000 460.00| 1355.00000 2710.00| 320.00000 640.00 CAP INLET | | | 0062 720-45235 5.000 EACH | 2000.00000 10000.00| 1705.00000 8525.00| 1720.00000 8600.00 CATCH BASIN, E7 | | | 0063 720-45410 7.000 EACH | 2615.00000 18305.00| 1910.00000 13370.00| 2130.00000 14910.00 MANHOLE, C4 | | | 0064 720-45415 5.000 EACH | 3185.00000 15925.00| 3040.00000 15200.00| 3570.00000 17850.00 MANHOLE, D4 | | | 0065 720-45416 1.000 EACH | 3710.00000 3710.00| 4160.00000 4160.00| 4170.00000 4170.00 MANHOLE, E4 | | | 0066 720-90984 13.000 EACH | 2850.00000 37050.00| 2600.00000 33800.00| 2240.00000 29120.00 MANHOLE, C2 | | | 0067 720-92025 7.000 EACH | 3445.00000 24115.00| 3240.00000 22680.00| 3240.00000 22680.00 MANHOLE, D2 | | | 0068 720-98174 31.000 EACH | 2500.00000 77500.00| 2650.00000 82150.00| 2590.00000 80290.00 INLET, B15 | | | 0069 720-98555 30.000 EACH | 2850.00000 85500.00| 2650.00000 79500.00| 2790.00000 83700.00 INLET, C15 | | | 0070 801-01093 2.000 EACH | 1250.00000 2500.00| 1600.00000 3200.00| 1490.00000 2980.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2065890 |( 3 ) 35-1009310 |CRIDER & CRIDER, INC. |KLENCK COMPANIES INC. |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 801-06207 7939.000 LFT | 1.05000 8335.95| 1.25000 9923.75| 2.30000 18259.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0072 801-06640 24.000 EACH | 155.00000 3720.00| 120.00000 2880.00| 125.00000 3000.00 CONSTRUCTION SIGN, A | | | 0073 801-06710 365.000 DAY | 25.00000 9125.00| 17.00000 6205.00| 17.00000 6205.00 FLASHING ARROW SIGN | | | 0074 801-06775 LUMP | 29100.00000 29100.00| 15000.00000 15000.00| 26000.00000 26000.00 MAINTAINING TRAFFIC | | | 0075 801-07118 400.000 LFT | 17.50000 7000.00| 22.00000 8800.00| 22.00000 8800.00 BARRICADE, III-A | | | 0076 802-05701 254.000 LFT | 10.80000 2743.20| 12.35000 3136.90| 13.00000 3302.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-05702 24.000 LFT | 9.60000 230.40| 11.60000 278.40| 12.50000 300.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0078 802-76025 105.000 SFT | 14.40000 1512.00| 19.00000 1995.00| 19.00000 1995.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0079 802-76035 35.000 SFT | 15.60000 546.00| 23.00000 805.00| 23.00000 805.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0081 805-06592 930.000 LFT | 15.00000 13950.00| 16.00000 14880.00| 15.80000 14694.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0082 807-02191 7.000 EACH | 660.00000 4620.00| 700.00000 4900.00| 700.00000 4900.00 HANDHOLE, LIGHTING | | | 0083 807-02428 21.000 EACH | 735.00000 15435.00| 770.00000 16170.00| 775.00000 16275.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0084 807-04654 1.000 EACH | 1685.00000 1685.00| 1550.00000 1550.00| 1590.00000 1590.00 LIGHT POLE , 40 FT. EMH, MAST ARM, 20 | | | FT. MAST ARM, | | | 0085 807-07580 9486.000 LFT | 4.35000 41264.10| 4.55000 43161.30| 4.60000 43635.60 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0086 807-83752 19.000 EACH | 1350.76000 25664.44| 1250.00000 23750.00| 1260.00000 23940.00 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2065890 |( 3 ) 35-1009310 |CRIDER & CRIDER, INC. |KLENCK COMPANIES INC. |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 807-84700 1.000 EACH | 1355.00000 1355.00| 1250.00000 1250.00| 1260.00000 1260.00 LIGHT POLE, 38 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0088 807-86805 2.000 EACH | 1800.00000 3600.00| 1900.00000 3800.00| 1910.00000 3820.00 SERVICE POINT, I | | | 0089 807-86910 21.000 EACH | 25.20000 529.20| 26.45000 555.45| 26.70000 560.70 CONNECTOR KIT, UNFUSED | | | 0090 807-86915 21.000 EACH | 25.20000 529.20| 26.45000 555.45| 26.70000 560.70 CONNECTOR KIT, FUSED | | | 0091 807-86920 42.000 EACH | 14.40000 604.80| 15.15000 636.30| 15.30000 642.60 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0092 807-86925 16.000 EACH | 18.00000 288.00| 19.00000 304.00| 19.10000 305.60 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0093 807-86930 42.000 EACH | 12.50000 525.00| 13.20000 554.40| 13.30000 558.60 INSULATION LINK, NONWATERPROOFED | | | 0094 807-86935 32.000 EACH | 18.00000 576.00| 19.00000 608.00| 19.10000 611.20 INSULATION LINK, WATERPROOFED | | | 0095 807-86955 21.000 EACH | 60.00000 1260.00| 63.00000 1323.00| 65.00000 1365.00 CABLE DUCT MARKER | | | 0096 807-87205 21.000 EACH | 217.00000 4557.00| 202.00000 4242.00| 204.00000 4284.00 LUMINAIRE ROADWAY, HIGH PRESSURE SODIUM | | | 400 WATT, FURNISH | | | 0097 808-05929 458.000 LFT | 2.30000 1053.40| 0.90000 412.20| 1.00000 458.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0098 808-06701 110.000 LFT | 0.30000 33.00| 0.41000 45.10| 0.40000 44.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0099 808-06703 3143.000 LFT | 0.30000 942.90| 0.40000 1257.20| 0.40000 1257.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0100 808-06716 3657.000 LFT | 0.50000 1828.50| 0.95000 3474.15| 1.00000 3657.00 LINE, REMOVE | | | 0101 808-75240 2325.000 LFT | 0.30000 697.50| 0.41000 953.25| 0.40000 930.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0102 808-75245 14204.000 LFT | 0.30000 4261.20| 0.40000 5681.60| 0.40000 5681.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2065890 |( 3 ) 35-1009310 |CRIDER & CRIDER, INC. |KLENCK COMPANIES INC. |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 808-75297 89.000 LFT | 3.00000 267.00| 8.50000 756.50| 8.40000 747.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0104 808-75320 28.000 EACH | 64.00000 1792.00| 63.00000 1764.00| 65.00000 1820.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0105 808-75325 28.000 EACH | 67.00000 1876.00| 68.00000 1904.00| 69.00000 1932.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0106 805-98336 930.000 LFT | 4.35000 4045.50| 4.55000 4231.50| 4.60000 4278.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0107 303-08210 138.000 TON | 30.85000 4257.30| 22.00000 3036.00| 31.50000 4347.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | SECTION TOTALS | $ 2,383,155.95| $ 2,492,439.00| $ 2,793,825.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,383,155.95| $ 2,492,439.00| $ 2,793,825.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0918397 |( ) |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 75000.00000 75000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| 2200.00000 26400.00| FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 145000.00000 145000.00| 148000.00000 148000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 80000.00000 80000.00| 118000.00000 118000.00| CLEARING RIGHT OF WAY | | | 0008 202-52710 111.000 SYS | 15.00000 1665.00| 18.00000 1998.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 19988.000 CYS | 8.00000 159904.00| 10.16000 203078.08| EXCAVATION, COMMON | | | 0010 205-03371 392.000 CYS | 20.00000 7840.00| 13.81000 5413.52| SEDIMENT, REMOVE | | | 0011 205-06931 238.000 TON | 35.00000 8330.00| 60.24000 14337.12| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 28.000 EACH | 95.00000 2660.00| 90.00000 2520.00| TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 2721.000 LFT | 1.25000 3401.25| 1.20000 3265.20| TEMPORARY SILT FENCE | | | 0014 207-08262 30699.000 SYS | 4.00000 122796.00| 4.74000 145513.26| SUBGRADE TREATMENT, TYPE I | | | 0015 211-07454 5527.000 CYS | 35.00000 193445.00| 14.68000 81136.36| STRUCTURE BACKFILL | | | 0016 213-08058 21.000 CYS | 250.00000 5250.00| 90.66000 1903.86| FLOWABLE BACKFILL | | | 0017 301-07448 1001.000 TON | 25.00000 25025.00| 36.52000 36556.52| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 2651.000 SYS | 3.50000 9278.50| 4.60000 12194.60| MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0918397 |( ) |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-07327 2248.000 TON | 47.00000 105656.00| 55.60000 124988.80| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0020 401-07397 3383.000 TON | 40.00000 135320.00| 49.74000 168270.42| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0021 401-07407 11089.000 TON | 42.00000 465738.00| 41.39000 458973.71| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0022 402-07433 98.000 TON | 60.00000 5880.00| 105.95000 10383.10| HMA SURFACE, TYPE B | | | 0023 406-05520 20.000 TON | 200.00000 4000.00| 502.61000 10052.20| ASPHALT FOR TACK COAT | | | 0024 604-07900 52.000 SYS | 135.00000 7020.00| 157.94000 8212.88| CURB RAMP, CONCRETE, F | | | 0025 604-07902 68.000 SYS | 120.00000 8160.00| 126.81000 8623.08| CURB RAMP, CONCRETE, H | | | 0026 604-91531 6679.000 SYS | 22.00000 146938.00| 23.44000 156555.76| SIDEWALK, CONCRETE, 4 IN. | | | 0027 605-06140 10159.000 LFT | 12.00000 121908.00| 11.85000 120384.15| CURB AND GUTTER, CONCRETE | | | 0028 610-07486 132.000 TON | 95.00000 12540.00| 121.53000 16041.96| HMA FOR APPROACHES, TYPE A | | | 0029 610-08446 455.000 SYS | 37.00000 16835.00| 38.01000 17294.55| PCCP FOR APPROACHES, 6 IN. | | | 0030 611-02825 1.000 EACH | 325.00000 325.00| 250.00000 250.00| MAILBOX ASSEMBLY, TRIPLE | | | 0031 611-06497 1.000 EACH | 110.00000 110.00| 200.00000 200.00| MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 2.000 EACH | 225.00000 450.00| 220.00000 440.00| MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06500 6.000 EACH | 400.00000 2400.00| 500.00000 3000.00| MONUMENT, A | | | 0034 615-06505 10.000 EACH | 500.00000 5000.00| 530.00000 5300.00| MONUMENT, B | | | 0035 616-02320 984.000 SYS | 2.50000 2460.00| 5.25000 5166.00| GEOTEXTILES | | | 0036 616-05688 107.000 TON | 35.00000 3745.00| 70.78000 7573.46| RIPRAP, CLASS 1 | | | 0037 616-06405 367.000 TON | 25.00000 9175.00| 70.78000 25976.26| RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH | 925.00000 1850.00| 900.00000 1800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0918397 |( ) |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06545 1.000 TON | 400.00000 400.00| 380.00000 380.00| FERTILIZER | | | 0040 621-06553 271.000 LBS | 2.25000 609.75| 2.00000 542.00| SEED MIXTURE, R | | | 0041 621-06557 454.000 LBS | 0.75000 340.50| 0.70000 317.80| SEED MIXTURE, T | | | 0042 621-06565 3.000 TON | 525.00000 1575.00| 500.00000 1500.00| MULCHING MATERIAL | | | 0043 621-06567 28.000 kGAL | 1.00000 28.00| 1.00000 28.00| WATER | | | 0044 621-06570 1198.000 CYS | 20.00000 23960.00| 5.51000 6600.98| TOP SOIL | | | 0045 621-06574 6929.000 SYS | 3.00000 20787.00| 2.95000 20440.55| SODDING | | | 0046 622-05649 26.000 EACH | 250.00000 6500.00| 240.00000 6240.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0047 715-05048 50.000 LFT | 25.00000 1250.00| 33.86000 1693.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05127 104.000 LFT | 75.00000 7800.00| 155.71000 16193.84| PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0049 715-05149 681.000 LFT | 45.00000 30645.00| 33.44000 22772.64| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0050 715-05151 1631.000 LFT | 47.00000 76657.00| 33.55000 54720.05| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0051 715-05152 318.000 LFT | 55.00000 17490.00| 40.35000 12831.30| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0052 715-05153 1152.000 LFT | 65.00000 74880.00| 47.99000 55284.48| PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0053 715-05154 1025.000 LFT | 60.00000 61500.00| 45.38000 46514.50| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0054 715-05156 1866.000 LFT | 88.00000 164208.00| 74.91000 139782.06| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0055 715-08283 31.000 SYS | 150.00000 4650.00| 103.50000 3208.50| PCCP FOR STRUCTURE INSTALLATION | | | 0056 715-08305 5.000 TON | 125.00000 625.00| 322.97000 1614.85| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0057 715-46005 1.000 EACH | 400.00000 400.00| 260.58000 260.58| PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0918397 |( ) |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-46020 2.000 EACH | 450.00000 900.00| 322.99000 645.98| PIPE END SECTION, 24 IN. | | | 0059 715-46030 3.000 EACH | 600.00000 1800.00| 380.21000 1140.63| PIPE END SECTION, 30 IN. | | | 0060 720-44000 1.000 EACH | 600.00000 600.00| 724.97000 724.97| CASTING, ADJUST TO GRADE | | | 0061 720-44296 2.000 EACH | 1000.00000 2000.00| 479.53000 959.06| CAP INLET | | | 0062 720-45235 5.000 EACH | 3200.00000 16000.00| 1116.74000 5583.70| CATCH BASIN, E7 | | | 0063 720-45410 7.000 EACH | 3000.00000 21000.00| 3099.46000 21696.22| MANHOLE, C4 | | | 0064 720-45415 5.000 EACH | 4000.00000 20000.00| 4215.68000 21078.40| MANHOLE, D4 | | | 0065 720-45416 1.000 EACH | 5000.00000 5000.00| 4812.79000 4812.79| MANHOLE, E4 | | | 0066 720-90984 13.000 EACH | 3200.00000 41600.00| 3366.29000 43761.77| MANHOLE, C2 | | | 0067 720-92025 7.000 EACH | 4000.00000 28000.00| 4823.13000 33761.91| MANHOLE, D2 | | | 0068 720-98174 31.000 EACH | 3600.00000 111600.00| 3358.92000 104126.52| INLET, B15 | | | 0069 720-98555 30.000 EACH | 3600.00000 108000.00| 3277.00000 98310.00| INLET, C15 | | | 0070 801-01093 2.000 EACH | 1450.00000 2900.00| 975.00000 1950.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0071 801-06207 7939.000 LFT | 1.10000 8732.90| 0.95000 7542.05| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0072 801-06640 24.000 EACH | 125.00000 3000.00| 295.00000 7080.00| CONSTRUCTION SIGN, A | | | 0073 801-06710 365.000 DAY | 18.00000 6570.00| 12.00000 4380.00| FLASHING ARROW SIGN | | | 0074 801-06775 LUMP | 42000.00000 42000.00| 44000.00000 44000.00| MAINTAINING TRAFFIC | | | 0075 801-07118 400.000 LFT | 22.00000 8800.00| 14.00000 5600.00| BARRICADE, III-A | | | 0076 802-05701 254.000 LFT | 11.00000 2794.00| 10.80000 2743.20| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0918397 |( ) |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 802-05702 24.000 LFT | 10.00000 240.00| 9.60000 230.40| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0078 802-76025 105.000 SFT | 15.00000 1575.00| 14.40000 1512.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0079 802-76035 35.000 SFT | 16.00000 560.00| 15.60000 546.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0081 805-06592 930.000 LFT | 16.00000 14880.00| 15.00000 13950.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0082 807-02191 7.000 EACH | 700.00000 4900.00| 660.00000 4620.00| HANDHOLE, LIGHTING | | | 0083 807-02428 21.000 EACH | 740.00000 15540.00| 732.00000 15372.00| CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0084 807-04654 1.000 EACH | 1500.00000 1500.00| 1482.00000 1482.00| LIGHT POLE , 40 FT. EMH, MAST ARM, 20 | | | FT. MAST ARM, | | | 0085 807-07580 9486.000 LFT | 4.50000 42687.00| 4.32000 40979.52| WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0086 807-83752 19.000 EACH | 1200.00000 22800.00| 1188.00000 22572.00| LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0087 807-84700 1.000 EACH | 1200.00000 1200.00| 1188.00000 1188.00| LIGHT POLE, 38 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0088 807-86805 2.000 EACH | 2000.00000 4000.00| 1800.00000 3600.00| SERVICE POINT, I | | | 0089 807-86910 21.000 EACH | 26.00000 546.00| 25.20000 529.20| CONNECTOR KIT, UNFUSED | | | 0090 807-86915 21.000 EACH | 26.00000 546.00| 25.20000 529.20| CONNECTOR KIT, FUSED | | | 0091 807-86920 42.000 EACH | 15.00000 630.00| 14.40000 604.80| MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0092 807-86925 16.000 EACH | 19.00000 304.00| 18.00000 288.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 221 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,635,920.53 ROUTE : CALL ORDER : 221 CONTRACT ID : R -28326-A COUNTIES : KNOX LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-0918397 |( ) |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 807-86930 42.000 EACH | 13.00000 546.00| 12.50000 525.00| INSULATION LINK, NONWATERPROOFED | | | 0094 807-86935 32.000 EACH | 19.00000 608.00| 18.00000 576.00| INSULATION LINK, WATERPROOFED | | | 0095 807-86955 21.000 EACH | 65.00000 1365.00| 60.00000 1260.00| CABLE DUCT MARKER | | | 0096 807-87205 21.000 EACH | 200.00000 4200.00| 192.00000 4032.00| LUMINAIRE ROADWAY, HIGH PRESSURE SODIUM | | | 400 WATT, FURNISH | | | 0097 808-05929 458.000 LFT | 0.90000 412.20| 1.55000 709.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0098 808-06701 110.000 LFT | 0.40000 44.00| 0.39000 42.90| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0099 808-06703 3143.000 LFT | 0.40000 1257.20| 0.39000 1225.77| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0100 808-06716 3657.000 LFT | 1.00000 3657.00| 0.40000 1462.80| LINE, REMOVE | | | 0101 808-75240 2325.000 LFT | 0.40000 930.00| 0.39000 906.75| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0102 808-75245 14204.000 LFT | 0.40000 5681.60| 0.39000 5539.56| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0103 808-75297 89.000 LFT | 8.00000 712.00| 4.65000 413.85| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0104 808-75320 28.000 EACH | 65.00000 1820.00| 80.00000 2240.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0105 808-75325 28.000 EACH | 70.00000 1960.00| 115.00000 3220.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0106 805-98336 930.000 LFT | 4.32000 4017.60| 4.32000 4017.60| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0107 303-08210 138.000 TON | 54.95000 7583.10| 38.72000 5343.36| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | SECTION TOTALS | $ 2,956,411.60| $ 2,965,146.79| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,956,411.60| $ 2,965,146.79| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 225 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 29,272.00 ROUTE : CALL ORDER : 225 CONTRACT ID : R -28387-B COUNTIES : VARIOUS LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 74-2985312 NES TRAFFIC SAFETY L.P. $ 27,000.50 100.0000% 2 32-0023574 PAVEMENT MARKING SYSTEM LLC $ 29,346.50 108.6887% ==================================================================================================================================== |( 1 ) 74-2985312 |( 2 ) 32-0023574 |( ) |NES TRAFFIC SAFETY L.P. |PAVEMENT MARKING SYSTEM LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKINGS AND SIGN INSTALLATION | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 500.00000 500.00| 1450.00000 1450.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 801-06775 LUMP | 500.00000 500.00| 1570.00000 1570.00| MAINTAINING TRAFFIC | | | 0005 801-92448 12.000 DAY | 3.00000 36.00| 1.00000 12.00| CONSTRUCTION SIGNS, MOBILE | | | 0006 802-05701 450.000 LFT | 18.25000 8212.50| 10.25000 4612.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0007 802-76035 200.000 SFT | 16.25000 3250.00| 25.50000 5100.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0008 808-74809 20.000 EACH | 725.00000 14500.00| 830.00000 16600.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) PAVEMENT MESSAGE MARKINGS, | | | EPOXY, | | | SECTION TOTALS | $ 27,000.50| $ 29,346.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,000.50| $ 29,346.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,265.00 ROUTE : 44 CALL ORDER : 231 CONTRACT ID : R -28455-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 7,800.00 100.0000% 2 35-2103617 BRYAN`S HAULING & EXCAVATING $ 9,200.00 117.9487% 3 35-1874009 HAUER EXCAVATING $ 10,830.00 138.8462% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 15,320.00 196.4103% 5 35-1817574 YARDBERRY LANDSCAPE $ 16,600.00 212.8205% 6 35-1310611 DUNCAN ROBERTSON INC $ 18,900.00 242.3077% ==================================================================================================================================== |( 1 ) 35-2070195 |( 2 ) 35-2103617 |( 3 ) 35-1874009 |ALPHA EXCAVATING & LANDSCAPI |BRYAN`S HAULING & EXCAVATING |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP | 7200.00000 7200.00| 7970.00000 7970.00| 9680.00000 9680.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 39 | | | 0002 205-06937 200.000 LFT | 0.25000 50.00| 0.75000 150.00| 1.00000 200.00 TEMPORARY SILT FENCE | | | 0003 621-06559 500.000 SYS | 0.50000 250.00| 0.56000 280.00| 0.90000 450.00 MULCHED SEEDING, R | | | 0004 801-06640 4.000 EACH | 50.00000 200.00| 150.00000 600.00| 100.00000 400.00 CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP | 100.00000 100.00| 200.00000 200.00| 100.00000 100.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 7,800.00| $ 9,200.00| $ 10,830.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,800.00| $ 9,200.00| $ 10,830.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,265.00 ROUTE : 44 CALL ORDER : 231 CONTRACT ID : R -28455-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1817574 |( 6 ) 35-1310611 |BEATY CONSTRUCTION, INC. |YARDBERRY LANDSCAPE |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP | 13410.00000 13410.00| 13000.00000 13000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 39 | | | 0002 205-06937 200.000 LFT | 1.00000 200.00| 3.00000 600.00| 1.00000 200.00 TEMPORARY SILT FENCE | | | 0003 621-06559 500.000 SYS | 1.50000 750.00| 1.00000 500.00| 2.00000 1000.00 MULCHED SEEDING, R | | | 0004 801-06640 4.000 EACH | 115.00000 460.00| 125.00000 500.00| 300.00000 1200.00 CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP | 500.00000 500.00| 2000.00000 2000.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 15,320.00| $ 16,600.00| $ 18,900.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,320.00| $ 16,600.00| $ 18,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 2 CALL ORDER : 271 CONTRACT ID : RS-27576-A COUNTIES : PORTER LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/18/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,486,510.77 100.0000% 2 35-1120685 WALSH & KELLY INC $ 3,179,416.11 91.9192% --------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,530,887.55 ROUTE : 66 CALL ORDER : 281 CONTRACT ID : RS-27770-A COUNTIES : CRAWFORD LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 1,358,692.56 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,448,000.00 106.5730% 3 35-0626844 RUDOLPH, J.H. & CO $ 1,731,339.75 127.4269% ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |CALCAR QUARRIES, INC. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 7000.00000 7000.00| 11500.00000 11500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1000.00000 12000.00| 1250.00000 15000.00| 1800.00000 21600.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 35800.00000 35800.00| 72000.00000 72000.00| 86500.00000 86500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02278 356.000 LFT | 16.00000 5696.00| 5.60000 1993.60| 9.50000 3382.00 CURB, CONCRETE, REMOVE | | | 0008 202-52710 160.000 SYS | 15.50000 2480.00| 6.50000 1040.00| 19.75000 3160.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93741 33.000 EACH | 185.00000 6105.00| 225.00000 7425.00| 650.00000 21450.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02000 15.000 CYS | 27.00000 405.00| 260.00000 3900.00| 45.00000 675.00 EXCAVATION, COMMON | | | 0011 205-06931 80.000 TON | 27.50000 2200.00| 22.00000 1760.00| 40.00000 3200.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 304-07490 700.000 TON | 75.00000 52500.00| 86.00000 60200.00| 125.00000 87500.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 281 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,530,887.55 ROUTE : 66 CALL ORDER : 281 CONTRACT ID : RS-27770-A COUNTIES : CRAWFORD LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |CALCAR QUARRIES, INC. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 306-08042 210210.000 SYS | 0.39000 81981.90| 0.30000 63063.00| 0.55000 115615.50 MILLING, SCARIFICATION/PROFILE | | | 0016 306-08043 2500.000 SYS | 0.45000 1125.00| 1.45000 3625.00| 0.55000 1375.00 MILLING, TRANSITION | | | 0017 306-08432 7377.000 SYS | 2.75000 20286.75| 3.90000 28770.30| 5.75000 42417.75 MILLING, APPROACH | | | 0018 401-07321 14180.000 TON | 37.25000 528205.00| 39.00000 553020.00| 42.70000 605486.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 402-07451 500.000 TON | 40.00000 20000.00| 43.00000 21500.00| 54.00000 27000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0020 406-05520 59.000 TON | 240.00000 14160.00| 200.00000 11800.00| 225.00000 13275.00 ASPHALT FOR TACK COAT | | | 0021 601-01625 2.000 EACH | 1550.00000 3100.00| 1550.00000 3100.00| 1550.00000 3100.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01846 5.000 EACH | 1850.00000 9250.00| 1850.00000 9250.00| 1850.00000 9250.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06035 738.000 LFT | 7.00000 5166.00| 7.00000 5166.00| 7.00000 5166.00 GUARDRAIL, RESET | | | 0024 601-06037 1.000 EACH | 850.00000 850.00| 850.00000 850.00| 850.00000 850.00 GUARDRAIL END TREATMENT, I | | | 0025 601-94689 28.000 EACH | 2500.00000 70000.00| 3730.00000 104440.00| 4000.00000 112000.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 38.000 LFT | 19.00000 722.00| 19.00000 722.00| 19.50000 741.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 604-06070 64.000 SYS | 53.00000 3392.00| 56.20000 3596.80| 98.00000 6272.00 SIDEWALK, CONCRETE | | | 0028 604-07894 14.000 SYS | 96.00000 1344.00| 183.00000 2562.00| 210.00000 2940.00 CURB RAMP, CONCRETE, A | | | 0029 604-07901 69.000 SYS | 121.00000 8349.00| 170.00000 11730.00| 225.00000 15525.00 CURB RAMP, CONCRETE, G | | | 0030 604-07902 13.000 SYS | 134.00000 1742.00| 183.00000 2379.00| 235.00000 3055.00 CURB RAMP, CONCRETE, H | | | 0031 610-07487 1190.000 TON | 52.00000 61880.00| 54.00000 64260.00| 85.00000 101150.00 HMA FOR APPROACHES, TYPE B | | | 0032 615-06525 1.000 EACH | 400.00000 400.00| 365.00000 365.00| 930.00000 930.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0033 616-02305 50.000 CYS | 191.00000 9550.00| 210.00000 10500.00| 325.00000 16250.00 GABIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 281 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,530,887.55 ROUTE : 66 CALL ORDER : 281 CONTRACT ID : RS-27770-A COUNTIES : CRAWFORD LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |CALCAR QUARRIES, INC. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 616-02320 1140.000 SYS | 2.10000 2394.00| 1.70000 1938.00| 4.85000 5529.00 GEOTEXTILES | | | 0035 616-06451 900.000 TON | 29.30000 26370.00| 35.00000 31500.00| 32.00000 28800.00 RIPRAP, UNIFORM | | | 0036 621-01004 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06567 1.000 kGAL | 40.00000 40.00| 40.00000 40.00| 40.00000 40.00 WATER | | | 0038 621-06575 110.000 SYS | 20.90000 2299.00| 20.90000 2299.00| 35.00000 3850.00 SODDING, NURSERY | | | 0039 715-05019 54.000 LFT | 139.00000 7506.00| 155.00000 8370.00| 225.00000 12150.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0040 715-08305 18.000 TON | 80.00000 1440.00| 80.00000 1440.00| 95.00000 1710.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0041 715-46040 2.000 EACH | 640.00000 1280.00| 650.00000 1300.00| 1100.00000 2200.00 PIPE END SECTION, 36 IN. | | | 0044 801-06203 6480.000 LFT | 0.43000 2786.40| 0.55000 3564.00| 1.00000 6480.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 6480.000 LFT | 1.15000 7452.00| 1.00000 6480.00| 1.65000 10692.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0047 801-06640 94.000 EACH | 105.00000 9870.00| 105.00000 9870.00| 105.00000 9870.00 CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP | 37000.00000 37000.00| 52752.60000 52752.60| 34000.00000 34000.00 MAINTAINING TRAFFIC | | | 0050 808-06712 2850.000 LFT | 0.13000 370.50| 0.10000 285.00| 0.10000 285.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0051 808-06713 128500.000 LFT | 0.13000 16705.00| 0.10000 12850.00| 0.10000 12850.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0052 808-06714 82790.000 LFT | 0.13000 10762.70| 0.10000 8279.00| 0.10000 8279.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0053 808-75215 460.000 LFT | 2.55000 1173.00| 3.00000 1380.00| 3.25000 1495.00 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0054 808-75297 333.000 LFT | 5.10000 1698.30| 4.00000 1332.00| 4.10000 1365.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0055 808-75300 52.000 LFT | 1.28000 66.56| 2.00000 104.00| 2.05000 106.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 281 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,530,887.55 ROUTE : 66 CALL ORDER : 281 CONTRACT ID : RS-27770-A COUNTIES : CRAWFORD LETTING DATE : 11/16/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-2040801 |( 3 ) 35-0626844 |CALCAR QUARRIES, INC. |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-75320 12.000 EACH | 98.00000 1176.00| 70.00000 840.00| 71.80000 861.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0057 808-75325 3.000 EACH | 140.00000 420.00| 100.00000 300.00| 110.00000 330.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0058 808-75340 2.000 EACH | 360.00000 720.00| 1000.00000 2000.00| 1025.00000 2050.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0059 808-75996 1537.000 EACH | 3.75000 5763.75| 2.50000 3842.50| 4.00000 6148.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 1537.000 EACH | 17.60000 27051.20| 17.60000 27051.20| 18.00000 27666.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 808-96016 220.000 LFT | 2.55000 561.00| 3.00000 660.00| 3.10000 682.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0062 808-99176 780.000 LFT | 5.10000 3978.00| 4.00000 3120.00| 4.10000 3198.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | 0063 303-06959 34.000 TON | 26.00000 884.00| 18.00000 612.00| 50.00000 1700.00 AGGREGATE , 11 | | | 0064 402-07432 3170.000 TON | 37.25000 118082.50| 36.00000 114120.00| 42.70000 135359.00 HMA SURFACE, TYPE A | | | 0065 725-06873 250.000 LFT | 418.00000 104500.00| 302.00000 75500.00| 372.50000 93125.00 PIPE LINER, THERMOPLASTIC, 54 IN. | | | SECTION TOTALS | $ 1,358,692.56| $ 1,448,000.00| $ 1,731,339.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,358,692.56| $ 1,448,000.00| $ 1,731,339.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 518,012.30 ROUTE : 39 CALL ORDER : 291 CONTRACT ID : RS-27945-A COUNTIES : MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 510,388.00 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 559,580.30 109.6382% 3 35-1139301 E & B PAVING, INC. $ 561,000.00 109.9164% 4 31-4351261 SHELLY & SANDS, INC. $ 698,043.80 136.7673% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 740,469.80 145.0798% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 776,900.00 152.2175% ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-1139301 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 2300.00000 13800.00| 1350.00000 8100.00| 2500.00000 15000.00 FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 4000.00000 4000.00| 16000.00000 16000.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 3410.000 TON | 21.50000 73315.00| 16.00000 54560.00| 31.00000 105710.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 238.000 TON | 66.50000 15827.00| 90.00000 21420.00| 106.00000 25228.00 HMA PATCHING, TYPE B | | | 0008 304-07493 2150.000 TON | 62.50000 134375.00| 75.00000 161250.00| 42.00000 90300.00 WIDENING WITH HMA, TYPE B | | | 0009 306-08042 28100.000 SYS | 0.50000 14050.00| 0.75000 21075.00| 0.50000 14050.00 MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 1750.000 SYS | 2.50000 4375.00| 0.75000 1312.50| 2.85000 4987.50 MILLING, TRANSITION | | | 0011 401-06264 LUMP | 2250.00000 2250.00| 2500.00000 2500.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 518,012.30 ROUTE : 39 CALL ORDER : 291 CONTRACT ID : RS-27945-A COUNTIES : MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-1139301 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 401-07327 2470.000 TON | 36.75000 90772.50| 42.00000 103740.00| 42.00000 103740.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0013 401-07361 2470.000 TON | 36.75000 90772.50| 42.00000 103740.00| 42.00000 103740.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 9.5 mm | | | 0014 402-07451 200.000 TON | 40.00000 8000.00| 60.00000 12000.00| 55.00000 11000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0015 406-05520 17.000 TON | 165.00000 2805.00| 190.00000 3230.00| 204.00000 3468.00 ASPHALT FOR TACK COAT | | | 0016 610-07487 162.000 TON | 65.00000 10530.00| 95.00000 15390.00| 100.00000 16200.00 HMA FOR APPROACHES, TYPE B | | | 0017 801-06207 4850.000 LFT | 0.70000 3395.00| 1.00000 4850.00| 0.65000 3152.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 12.000 EACH | 125.00000 1500.00| 125.00000 1500.00| 100.00000 1200.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 29000.00000 29000.00| 15000.00000 15000.00| 20491.00000 20491.00 MAINTAINING TRAFFIC | | | 0020 808-06712 1300.000 LFT | 0.16000 208.00| 0.24000 312.00| 0.18000 234.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 19400.000 LFT | 0.14000 2716.00| 0.15000 2910.00| 0.13000 2522.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 14300.000 LFT | 0.14000 2002.00| 0.15000 2145.00| 0.14000 2002.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75994 280.000 EACH | 0.15000 42.00| 0.16000 44.80| 0.15000 42.00 PRISMATIC REFLECTOR | | | 0024 808-75996 280.000 EACH | 4.00000 1120.00| 8.85000 2478.00| 5.00000 1400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 280.000 EACH | 19.75000 5530.00| 21.50000 6020.00| 19.75000 5530.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 510,388.00| $ 559,580.30| $ 561,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 510,388.00| $ 559,580.30| $ 561,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 291 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 518,012.30 ROUTE : 39 CALL ORDER : 291 CONTRACT ID : RS-27945-A COUNTIES : MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( 5 ) 35-1917625 |( 6 ) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1700.00000 10200.00| 1800.00000 10800.00| 2200.00000 13200.00 FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 34000.00000 34000.00| 30000.00000 30000.00| 39848.50000 39848.50 MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 3410.000 TON | 32.00000 109120.00| 33.50000 114235.00| 40.00000 136400.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 238.000 TON | 100.00000 23800.00| 111.00000 26418.00| 110.00000 26180.00 HMA PATCHING, TYPE B | | | 0008 304-07493 2150.000 TON | 92.00000 197800.00| 109.00000 234350.00| 110.00000 236500.00 WIDENING WITH HMA, TYPE B | | | 0009 306-08042 28100.000 SYS | 0.39000 10959.00| 0.82000 23042.00| 0.37000 10397.00 MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 1750.000 SYS | 3.50000 6125.00| 3.50000 6125.00| 2.15000 3762.50 MILLING, TRANSITION | | | 0011 401-06264 LUMP | 2500.00000 2500.00| 900.00000 900.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0012 401-07327 2470.000 TON | 47.50000 117325.00| 46.00000 113620.00| 44.00000 108680.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0013 401-07361 2470.000 TON | 44.50000 109915.00| 42.50000 104975.00| 44.00000 108680.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 9.5 mm | | | 0014 402-07451 200.000 TON | 40.00000 8000.00| 41.50000 8300.00| 54.00000 10800.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0015 406-05520 17.000 TON | 200.00000 3400.00| 175.00000 2975.00| 220.00000 3740.00 ASPHALT FOR TACK COAT | | | 0016 610-07487 162.000 TON | 95.00000 15390.00| 118.00000 19116.00| 115.00000 18630.00 HMA FOR APPROACHES, TYPE B | | | 0017 801-06207 4850.000 LFT | 1.00000 4850.00| 1.00000 4850.00| 1.10000 5335.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 12.000 EACH | 106.00000 1272.00| 189.00000 2268.00| 190.00000 2280.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 291 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 518,012.30 ROUTE : 39 CALL ORDER : 291 CONTRACT ID : RS-27945-A COUNTIES : MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( 5 ) 35-1917625 |( 6 ) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06775 LUMP | 30000.00000 30000.00| 25800.00000 25800.00| 36000.00000 36000.00 MAINTAINING TRAFFIC | | | 0020 808-06712 1300.000 LFT | 0.19000 247.00| 0.23000 299.00| 0.17000 221.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 19400.000 LFT | 0.14000 2716.00| 0.15000 2910.00| 0.15000 2910.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 14300.000 LFT | 0.15000 2145.00| 0.15000 2145.00| 0.15000 2145.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75994 280.000 EACH | 0.16000 44.80| 0.16000 44.80| 2.60000 728.00 PRISMATIC REFLECTOR | | | 0024 808-75996 280.000 EACH | 8.50000 2380.00| 5.30000 1484.00| 6.00000 1680.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 280.000 EACH | 20.90000 5852.00| 20.75000 5810.00| 26.00000 7280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 698,043.80| $ 740,469.80| $ 776,900.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 698,043.80| $ 740,469.80| $ 776,900.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,255,144.82 ROUTE : 44 CALL ORDER : 301 CONTRACT ID : RS-27947-A COUNTIES : MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,217,665.00 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 1,340,155.37 110.0594% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,394,157.60 114.4943% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,429,300.00 117.3804% 5 31-4351261 SHELLY & SANDS, INC. $ 1,465,543.27 120.3569% 6 35-1139301 E & B PAVING, INC. $ 1,527,000.00 125.4039% ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 2300.00000 13800.00| 1300.00000 7800.00| 2000.00000 12000.00 FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 11500.00000 11500.00| 35000.00000 35000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 1303.000 TON | 24.00000 31272.00| 34.00000 44302.00| 30.00000 39090.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 384.000 TON | 80.00000 30720.00| 80.00000 30720.00| 100.00000 38400.00 HMA PATCHING, TYPE B | | | 0008 306-08042 236766.000 SYS | 0.50000 118383.00| 0.47000 111280.02| 0.50000 118383.00 MILLING, SCARIFICATION/PROFILE | | | 0009 306-08043 8500.000 SYS | 1.75000 14875.00| 1.20000 10200.00| 0.50000 4250.00 MILLING, TRANSITION | | | 0010 401-06264 LUMP | 4000.00000 4000.00| 3500.00000 3500.00| 15000.00000 15000.00 PROFILOGRAPH, HMA | | | 0011 401-07327 19533.000 TON | 38.50000 752020.50| 42.00000 820386.00| 44.00000 859452.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,255,144.82 ROUTE : 44 CALL ORDER : 301 CONTRACT ID : RS-27947-A COUNTIES : MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 402-07451 300.000 TON | 38.50000 11550.00| 54.00000 16200.00| 43.00000 12900.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0013 406-05520 84.000 TON | 165.00000 13860.00| 190.00000 15960.00| 180.00000 15120.00 ASPHALT FOR TACK COAT | | | 0014 610-07487 1189.000 TON | 72.00000 85608.00| 75.00000 89175.00| 42.00000 49938.00 HMA FOR APPROACHES, TYPE B | | | 0015 615-06525 1.000 EACH | 600.00000 600.00| 1000.00000 1000.00| 400.00000 400.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 720-44000 3.000 EACH | 500.00000 1500.00| 500.00000 1500.00| 400.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0017 801-06203 17920.000 LFT | 0.25000 4480.00| 0.25000 4480.00| 0.10000 1792.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 17920.000 LFT | 0.70000 12544.00| 1.00000 17920.00| 0.58000 10393.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 66.000 EACH | 105.00000 6930.00| 105.00000 6930.00| 190.00000 12540.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 35000.00000 35000.00| 32000.00000 32000.00| 58000.00000 58000.00 MAINTAINING TRAFFIC | | | 0021 805-78470 250.000 LFT | 1.00000 250.00| 1.10000 275.00| 0.51000 127.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78510 25.000 LFT | 2.00000 50.00| 2.20000 55.00| 1.00000 25.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0023 805-78795 80.000 LFT | 12.00000 960.00| 13.00000 1040.00| 7.00000 560.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0024 805-92951 1.000 EACH | 200.00000 200.00| 220.00000 220.00| 130.00000 130.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0025 808-06712 8470.000 LFT | 0.10000 847.00| 0.19000 1609.30| 0.15000 1270.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0026 808-06713 143350.000 LFT | 0.10000 14335.00| 0.13000 18635.50| 0.12000 17202.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-06714 97275.000 LFT | 0.10000 9727.50| 0.13000 12645.75| 0.12000 11673.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0028 808-75297 36.000 LFT | 10.00000 360.00| 3.30000 118.80| 13.00000 468.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 808-75340 2.000 EACH | 600.00000 1200.00| 300.00000 600.00| 820.00000 1640.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,255,144.82 ROUTE : 44 CALL ORDER : 301 CONTRACT ID : RS-27947-A COUNTIES : MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 808-75996 10.000 EACH | 17.00000 170.00| 20.00000 200.00| 50.00000 500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 1800.000 EACH | 16.90000 30420.00| 23.00000 41400.00| 20.00000 36000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 306-08432 6000.000 SYS | 1.75000 10500.00| 2.50000 15000.00| 3.45000 20700.00 MILLING, APPROACH | | | SECTION TOTALS | $ 1,217,665.00| $ 1,340,155.37| $ 1,394,157.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,217,665.00| $ 1,340,155.37| $ 1,394,157.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,255,144.82 ROUTE : 44 CALL ORDER : 301 CONTRACT ID : RS-27947-A COUNTIES : MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 31-4351261 |( 6 ) 35-1139301 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 2200.00000 13200.00| 1700.00000 10200.00| 2400.00000 14400.00 FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 34147.90000 34147.90| 40000.00000 40000.00| 76350.00000 76350.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 1303.000 TON | 37.00000 48211.00| 17.75000 23128.25| 40.00000 52120.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 384.000 TON | 115.00000 44160.00| 80.00000 30720.00| 100.00000 38400.00 HMA PATCHING, TYPE B | | | 0008 306-08042 236766.000 SYS | 0.50000 118383.00| 0.52000 123118.32| 0.80000 189412.80 MILLING, SCARIFICATION/PROFILE | | | 0009 306-08043 8500.000 SYS | 1.40000 11900.00| 1.95000 16575.00| 0.25000 2125.00 MILLING, TRANSITION | | | 0010 401-06264 LUMP | 4500.00000 4500.00| 2500.00000 2500.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0011 401-07327 19533.000 TON | 44.00000 859452.00| 49.50000 966883.50| 42.00000 820386.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0012 402-07451 300.000 TON | 50.00000 15000.00| 52.00000 15600.00| 60.00000 18000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0013 406-05520 84.000 TON | 225.00000 18900.00| 200.00000 16800.00| 205.00000 17220.00 ASPHALT FOR TACK COAT | | | 0014 610-07487 1189.000 TON | 90.00000 107010.00| 55.00000 65395.00| 100.00000 118900.00 HMA FOR APPROACHES, TYPE B | | | 0015 615-06525 1.000 EACH | 500.00000 500.00| 840.00000 840.00| 500.00000 500.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 720-44000 3.000 EACH | 400.00000 1200.00| 700.00000 2100.00| 500.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0017 801-06203 17920.000 LFT | 0.35000 6272.00| 0.80000 14336.00| 0.25000 4480.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 17920.000 LFT | 1.10000 19712.00| 1.00000 17920.00| 0.65000 11648.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 301 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,255,144.82 ROUTE : 44 CALL ORDER : 301 CONTRACT ID : RS-27947-A COUNTIES : MORGAN LETTING DATE : 11/16/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 31-4351261 |( 6 ) 35-1139301 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06640 66.000 EACH | 106.00000 6996.00| 110.00000 7260.00| 105.00000 6930.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 37000.00000 37000.00| 20000.00000 20000.00| 41155.70000 41155.70 MAINTAINING TRAFFIC | | | 0021 805-78470 250.000 LFT | 1.00000 250.00| 0.53000 132.50| 1.00000 250.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78510 25.000 LFT | 2.00000 50.00| 1.05000 26.25| 2.00000 50.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0023 805-78795 80.000 LFT | 12.00000 960.00| 7.40000 592.00| 12.00000 960.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0024 805-92951 1.000 EACH | 200.00000 200.00| 130.00000 130.00| 200.00000 200.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0025 808-06712 8470.000 LFT | 0.10000 847.00| 0.11000 931.70| 0.10000 847.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0026 808-06713 143350.000 LFT | 0.10000 14335.00| 0.11000 15768.50| 0.10000 14335.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-06714 97275.000 LFT | 0.10000 9727.50| 0.11000 10700.25| 0.10000 9727.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0028 808-75297 36.000 LFT | 10.10000 363.60| 10.50000 378.00| 10.00000 360.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 808-75340 2.000 EACH | 610.00000 1220.00| 635.00000 1270.00| 600.00000 1200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0030 808-75996 10.000 EACH | 20.00000 200.00| 10.50000 105.00| 12.00000 120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 1800.000 EACH | 17.00000 30600.00| 17.85000 32130.00| 16.90000 30420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 306-08432 6000.000 SYS | 4.00000 24000.00| 5.00000 30000.00| 7.50000 45000.00 MILLING, APPROACH | | | SECTION TOTALS | $ 1,429,300.00| $ 1,465,543.27| $ 1,527,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,429,300.00| $ 1,465,543.27| $ 1,527,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,830,112.28 ROUTE : SR 1 CALL ORDER : 311 CONTRACT ID : RS-27996-A COUNTIES : FAYETTE LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 1,499,718.13 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,818,654.84 121.2664% ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1917625 |( ) |ROHE, PAUL H. COMPANY |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6600.00000 6600.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1200.00000 14400.00| 1250.00000 15000.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 36500.00000 36500.00| 90000.00000 90000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 2159.000 TON | 15.50000 33464.50| 19.00000 41021.00| COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0008 304-07491 500.000 TON | 100.00000 50000.00| 110.00000 55000.00| HMA PATCHING, TYPE C | | | 0009 306-08033 137113.000 SYS | 0.39000 53474.07| 0.81000 111061.53| MILLING, ASPHALT, 1 IN. | | | 0010 306-08043 3000.000 SYS | 1.20000 3600.00| 2.00000 6000.00| MILLING, TRANSITION | | | 0011 401-06264 LUMP | 1200.00000 1200.00| 2700.00000 2700.00| PROFILOGRAPH, HMA | | | 0012 401-07328 11312.000 TON | 38.50000 435512.00| 46.15000 522048.80| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,830,112.28 ROUTE : SR 1 CALL ORDER : 311 CONTRACT ID : RS-27996-A COUNTIES : FAYETTE LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1917625 |( ) |ROHE, PAUL H. COMPANY |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 401-07379 15083.000 TON | 35.00000 527905.00| 37.30000 562595.90| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0014 406-05520 66.500 TON | 200.00000 13300.00| 200.00000 13300.00| ASPHALT FOR TACK COAT | | | 0015 601-92948 846.000 LFT | 4.50000 3807.00| 4.55000 3849.30| GUARDRAIL, ADJUST HEIGHT | | | 0016 610-07488 1000.000 TON | 60.00000 60000.00| 79.00000 79000.00| HMA FOR APPROACHES, TYPE C | | | 0017 612-04315 192.000 TON | 806.00000 154752.00| 807.00000 154944.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0018 612-05081 2.000 EACH | 3190.00000 6380.00| 3000.00000 6000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0019 612-60410 3205.000 EACH | 7.10000 22755.50| 7.15000 22915.75| DRILLED HOLE FOR UNDERSEAL | | | 0020 615-06525 3.000 EACH | 250.00000 750.00| 440.00000 1320.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0021 801-06203 7692.000 LFT | 0.15000 1153.80| 0.80000 6153.60| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 7692.000 LFT | 0.60000 4615.20| 0.95000 7307.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 38.000 EACH | 150.00000 5700.00| 140.00000 5320.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 21500.00000 21500.00| 60320.01000 60320.01| MAINTAINING TRAFFIC | | | 0025 808-06712 3741.000 LFT | 0.10000 374.10| 0.10000 374.10| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0026 808-06713 80766.000 LFT | 0.10000 8076.60| 0.10000 8076.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-06714 61962.000 LFT | 0.10000 6196.20| 0.10000 6196.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0028 808-06721 101.000 LFT | 1.00000 101.00| 1.00000 101.00| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0029 808-75297 304.000 LFT | 5.00000 1520.00| 5.00000 1520.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75996 962.000 EACH | 7.70000 7407.40| 4.50000 4329.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,830,112.28 ROUTE : SR 1 CALL ORDER : 311 CONTRACT ID : RS-27996-A COUNTIES : FAYETTE LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1917625 |( ) |ROHE, PAUL H. COMPANY |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75998 962.000 EACH | 17.20000 16546.40| 17.35000 16690.70| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 306-08432 5901.000 SYS | 0.36000 2124.36| 1.95000 11506.95| MILLING, APPROACH | | | SECTION TOTALS | $ 1,499,718.13| $ 1,818,654.84| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,499,718.13| $ 1,818,654.84| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 103 CALL ORDER : 321 CONTRACT ID : RS-28000-A COUNTIES : HENRY LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $1,243,438.27 100.0000% 2 35-1139301 E & B PAVING INC $1,293,473.40 104.0239% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $1,155,385.00 89.3242% ---------------------------------------------------------------------------------------------------------------------------------- DATE : 11/30/05 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,836,514.15 ROUTE : SR 38 CALL ORDER : 331 CONTRACT ID : RS-28008-A COUNTIES : HAMILTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,790,764.95 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,876,909.65 104.8105% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,931,381.35 107.8523% 4 31-4351261 SHELLY & SANDS, INC. $ 2,126,569.00 118.7520% 5 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,250,000.00 125.6446% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 3200.00000 3200.00| 6900.00000 6900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2100.00000 12600.00| 2000.00000 12000.00| 2600.00000 15600.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 89500.00000 89500.00| 67000.00000 67000.00| 46700.00000 46700.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02271 4.000 EACH | 325.00000 1300.00| 1210.00000 4840.00| 140.00000 560.00 HEADWALL, REMOVE | | | 0008 203-02070 1266.000 CYS | 26.00000 32916.00| 1.00000 1266.00| 24.00000 30384.00 BORROW | | | 0009 205-06931 466.000 TON | 42.00000 19572.00| 28.00000 13048.00| 40.00000 18640.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 211-07454 2.000 CYS | 50.00000 100.00| 18.00000 36.00| 21.50000 43.00 STRUCTURE BACKFILL | | | 0011 303-01180 2140.000 TON | 29.50000 63130.00| 20.50000 43870.00| 23.75000 50825.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,836,514.15 ROUTE : SR 38 CALL ORDER : 331 CONTRACT ID : RS-28008-A COUNTIES : HAMILTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 304-07490 6130.000 TON | 25.70000 157541.00| 55.00000 337150.00| 63.00000 386190.00 HMA PATCHING, TYPE B | | | 0013 304-07493 8389.000 TON | 48.00000 402672.00| 44.00000 369116.00| 47.50000 398477.50 WIDENING WITH HMA, TYPE B | | | 0014 306-08033 70785.000 SYS | 0.40000 28314.00| 0.97000 68661.45| 0.70000 49549.50 MILLING, ASPHALT, 1 IN. | | | 0015 306-08043 400.000 SYS | 6.00000 2400.00| 9.45000 3780.00| 16.50000 6600.00 MILLING, TRANSITION | | | 0016 401-06264 LUMP | 6000.00000 6000.00| 4780.40000 4780.40| 4700.00000 4700.00 PROFILOGRAPH, HMA | | | 0017 401-07321 7238.000 TON | 46.00000 332948.00| 42.50000 307615.00| 43.25000 313043.50 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0018 401-07371 9651.000 TON | 39.00000 376389.00| 39.50000 381214.50| 37.00000 357087.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0019 406-05520 51.000 TON | 200.00000 10200.00| 175.00000 8925.00| 215.00000 10965.00 ASPHALT FOR TACK COAT | | | 0020 601-01846 3.000 EACH | 1800.00000 5400.00| 1800.00000 5400.00| 2000.00000 6000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , TYPE 3 | | | 0021 601-06854 1.000 EACH | 2400.00000 2400.00| 2800.00000 2800.00| 2800.00000 2800.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 7.000 EACH | 2600.00000 18200.00| 2250.00000 15750.00| 2300.00000 16100.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 1302.500 LFT | 15.00000 19537.50| 14.50000 18886.25| 12.90000 16802.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07487 747.000 TON | 95.00000 70965.00| 93.00000 69471.00| 75.00000 56025.00 HMA FOR APPROACHES, TYPE B | | | 0026 615-06525 2.000 EACH | 775.00000 1550.00| 350.00000 700.00| 775.00000 1550.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0027 616-02320 570.000 SYS | 2.90000 1653.00| 1.50000 855.00| 4.50000 2565.00 GEOTEXTILES | | | 0028 616-06451 202.000 TON | 26.00000 5252.00| 26.00000 5252.00| 37.00000 7474.00 RIPRAP, UNIFORM | | | 0029 621-01004 3.000 EACH | 450.00000 1350.00| 460.00000 1380.00| 465.00000 1395.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02363 899.000 SYS | 0.90000 809.10| 0.92000 827.08| 0.90000 809.10 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0031 621-06559 8989.000 SYS | 0.31000 2786.59| 0.32000 2876.48| 1.55000 13932.95 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,836,514.15 ROUTE : SR 38 CALL ORDER : 331 CONTRACT ID : RS-28008-A COUNTIES : HAMILTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 714-08212 5.000 LFT | 2740.00000 13700.00| 2965.00000 14825.00| 3900.00000 19500.00 CULVERT EXTENSION | | | 0033 715-05168 30.000 LFT | 110.00000 3300.00| 42.00000 1260.00| 43.00000 1290.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0034 715-05756 9.000 LFT | 110.00000 990.00| 54.00000 486.00| 118.00000 1062.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0035 715-08305 7.000 TON | 150.00000 1050.00| 45.00000 315.00| 100.00000 700.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0036 715-46000 6.000 EACH | 325.00000 1950.00| 210.00000 1260.00| 73.00000 438.00 PIPE END SECTION, 12 IN. | | | 0037 720-44000 1.000 EACH | 680.00000 680.00| 330.00000 330.00| 245.00000 245.00 CASTING, ADJUST TO GRADE | | | 0038 801-06203 1462.000 LFT | 1.50000 2193.00| 0.21000 307.02| 0.25000 365.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 1462.000 LFT | 3.00000 4386.00| 0.95000 1388.90| 1.00000 1462.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 20.000 EACH | 155.00000 3100.00| 290.00000 5800.00| 160.00000 3200.00 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 60500.00000 60500.00| 58500.00000 58500.00| 50550.00000 50550.00 MAINTAINING TRAFFIC | | | 0042 805-02328 1600.000 LFT | 0.30000 480.00| 0.31000 496.00| 0.31000 496.00 SIGNAL CABLE, 1C 14GA. | | | 0043 805-78795 400.000 LFT | 6.00000 2400.00| 6.10000 2440.00| 6.10000 2440.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 808-06712 4906.000 LFT | 0.09000 441.54| 0.15000 735.90| 0.10000 490.60 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0045 808-06713 52746.000 LFT | 0.09000 4747.14| 0.12000 6329.52| 0.10000 5274.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-06714 9712.000 LFT | 0.09000 874.08| 0.12000 1165.44| 0.10000 971.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0047 808-75297 189.000 LFT | 3.00000 567.00| 5.15000 973.35| 3.10000 585.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75320 2.000 EACH | 100.00000 200.00| 149.00000 298.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75996 538.000 EACH | 6.00000 3228.00| 3.00000 1614.00| 4.50000 2421.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,836,514.15 ROUTE : SR 38 CALL ORDER : 331 CONTRACT ID : RS-28008-A COUNTIES : HAMILTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( 3 ) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-75998 538.000 EACH | 17.20000 9253.60| 20.10000 10813.80| 18.00000 9684.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0051 306-08432 5266.000 SYS | 0.40000 2106.40| 2.66000 14007.56| 0.75000 3949.50 MILLING, APPROACH | | | 0052 202-93741 6.000 EACH | 200.00000 1200.00| 123.00000 738.00| 425.00000 2550.00 GUARD RAIL END TREATMENT, REMOVE | | | 0053 202-02241 965.000 LFT | 2.00000 1930.00| 2.20000 2123.00| 1.85000 1785.25 GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 1,790,764.95| $ 1,876,909.65| $ 1,931,381.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,790,764.95| $ 1,876,909.65| $ 1,931,381.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 331 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,836,514.15 ROUTE : SR 38 CALL ORDER : 331 CONTRACT ID : RS-28008-A COUNTIES : HAMILTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( 5 ) 35-1151771 |( ) |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1650.00000 9900.00| 1800.00000 10800.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 50000.00000 50000.00| 112000.00000 112000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02271 4.000 EACH | 475.00000 1900.00| 400.00000 1600.00| HEADWALL, REMOVE | | | 0008 203-02070 1266.000 CYS | 35.00000 44310.00| 10.00000 12660.00| BORROW | | | 0009 205-06931 466.000 TON | 165.00000 76890.00| 32.00000 14912.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 211-07454 2.000 CYS | 42.00000 84.00| 250.00000 500.00| STRUCTURE BACKFILL | | | 0011 303-01180 2140.000 TON | 25.00000 53500.00| 20.50000 43870.00| COMPACTED AGGREGATE, NO. 53 | | | 0012 304-07490 6130.000 TON | 67.00000 410710.00| 58.00000 355540.00| HMA PATCHING, TYPE B | | | 0013 304-07493 8389.000 TON | 50.00000 419450.00| 58.00000 486562.00| WIDENING WITH HMA, TYPE B | | | 0014 306-08033 70785.000 SYS | 1.05000 74324.25| 0.90000 63706.50| MILLING, ASPHALT, 1 IN. | | | 0015 306-08043 400.000 SYS | 12.25000 4900.00| 9.00000 3600.00| MILLING, TRANSITION | | | 0016 401-06264 LUMP | 2500.00000 2500.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0017 401-07321 7238.000 TON | 41.00000 296758.00| 45.00000 325710.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0018 401-07371 9651.000 TON | 38.00000 366738.00| 44.00000 424644.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 331 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,836,514.15 ROUTE : SR 38 CALL ORDER : 331 CONTRACT ID : RS-28008-A COUNTIES : HAMILTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( 5 ) 35-1151771 |( ) |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05520 51.000 TON | 200.00000 10200.00| 200.00000 10200.00| ASPHALT FOR TACK COAT | | | 0020 601-01846 3.000 EACH | 1865.00000 5595.00| 1765.00000 5295.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , TYPE 3 | | | 0021 601-06854 1.000 EACH | 2906.00000 2906.00| 2750.00000 2750.00| GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 7.000 EACH | 2325.00000 16275.00| 2200.00000 15400.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 1302.500 LFT | 15.05000 19602.63| 14.25000 18560.63| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07487 747.000 TON | 140.00000 104580.00| 93.00000 69471.00| HMA FOR APPROACHES, TYPE B | | | 0026 615-06525 2.000 EACH | 790.00000 1580.00| 400.00000 800.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0027 616-02320 570.000 SYS | 5.25000 2992.50| 2.00000 1140.00| GEOTEXTILES | | | 0028 616-06451 202.000 TON | 85.00000 17170.00| 33.00000 6666.00| RIPRAP, UNIFORM | | | 0029 621-01004 3.000 EACH | 475.00000 1425.00| 475.00000 1425.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02363 899.000 SYS | 0.95000 854.05| 0.29000 260.71| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0031 621-06559 8989.000 SYS | 0.33000 2966.37| 0.33000 2966.37| MULCHED SEEDING, R | | | 0032 714-08212 5.000 LFT | 3805.00000 19025.00| 3000.00000 15000.00| CULVERT EXTENSION | | | 0033 715-05168 30.000 LFT | 93.00000 2790.00| 95.00000 2850.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0034 715-05756 9.000 LFT | 93.00000 837.00| 150.00000 1350.00| PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0035 715-08305 7.000 TON | 365.00000 2555.00| 220.00000 1540.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0036 715-46000 6.000 EACH | 410.00000 2460.00| 300.00000 1800.00| PIPE END SECTION, 12 IN. | | | 0037 720-44000 1.000 EACH | 525.00000 525.00| 400.00000 400.00| CASTING, ADJUST TO GRADE | | | 0038 801-06203 1462.000 LFT | 0.85000 1242.70| 0.20000 292.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 331 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,836,514.15 ROUTE : SR 38 CALL ORDER : 331 CONTRACT ID : RS-28008-A COUNTIES : HAMILTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( 5 ) 35-1151771 |( ) |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 801-06207 1462.000 LFT | 1.25000 1827.50| 1.00000 1462.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 20.000 EACH | 160.00000 3200.00| 155.00000 3100.00| CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 49000.00000 49000.00| 185278.28000 185278.28| MAINTAINING TRAFFIC | | | 0042 805-02328 1600.000 LFT | 0.32000 512.00| 0.30000 480.00| SIGNAL CABLE, 1C 14GA. | | | 0043 805-78795 400.000 LFT | 6.35000 2540.00| 6.00000 2400.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 808-06712 4906.000 LFT | 0.10000 490.60| 0.09000 441.54| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0045 808-06713 52746.000 LFT | 0.10000 5274.60| 0.09000 4747.14| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-06714 9712.000 LFT | 0.10000 971.20| 0.09000 874.08| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0047 808-75297 189.000 LFT | 3.15000 595.35| 3.00000 567.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75320 2.000 EACH | 105.00000 210.00| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75996 538.000 EACH | 6.35000 3416.30| 6.00000 3228.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 538.000 EACH | 18.20000 9791.60| 17.20000 9253.60| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0051 306-08432 5266.000 SYS | 2.80000 14744.80| 1.50000 7899.00| MILLING, APPROACH | | | 0052 202-93741 6.000 EACH | 126.00000 756.00| 120.00000 720.00| GUARD RAIL END TREATMENT, REMOVE | | | 0053 202-02241 965.000 LFT | 2.27000 2190.55| 2.15000 2074.75| GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 2,126,569.00| $ 2,250,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,126,569.00| $ 2,250,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 339 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 63 CALL ORDER : 339 CONTRACT ID : RS-28059-C COUNTIES : VERMILLION LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,279,887.62 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,594,270.95 ROUTE : 41 CALL ORDER : 341 CONTRACT ID : RS-28060-A COUNTIES : BENTON NEWTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/21/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,668,709.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,833,533.37 104.4927% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 4553.66000 4553.66| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1922.00000 19220.00| 1884.62000 18846.20| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 155341.31000 155341.31| 112700.00000 112700.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 37.500 LFT | 6.00000 225.00| 6.00000 225.00| GUARDRAIL, REMOVE | | | 0008 202-93741 6.000 EACH | 547.50000 3285.00| 235.14000 1410.84| GUARD RAIL END TREATMENT, REMOVE | | | 0010 303-07449 1560.000 TON | 28.20000 43992.00| 29.42000 45895.20| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07783 900.000 TON | 101.85000 91665.00| 135.04000 121536.00| HMA PATCHING, TYPE D | | | 0012 306-08034 19455.000 SYS | 0.65000 12645.75| 0.62000 12062.10| MILLING, ASPHALT, 1 1/2 IN. | | | 0014 306-08043 4080.000 SYS | 4.20000 17136.00| 5.05000 20604.00| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,594,270.95 ROUTE : 41 CALL ORDER : 341 CONTRACT ID : RS-28060-A COUNTIES : BENTON NEWTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 401-06264 LUMP | 8427.00000 8427.00| 4601.27000 4601.27| PROFILOGRAPH, HMA | | | 0020 406-05520 183.000 TON | 289.90000 53051.70| 263.13000 48152.79| ASPHALT FOR TACK COAT | | | 0021 601-94689 2.000 EACH | 2800.00000 5600.00| 2519.89000 5039.78| GUARDRAIL END TREATMENT, OS | | | 0022 601-94690 4.000 EACH | 4444.00000 17776.00| 4093.12000 16372.48| GUARDRAIL END TREATMENT, MS | | | 0023 601-99132 5.000 EACH | 65.00000 325.00| 65.00000 325.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0024 606-07484 163196.000 LFT | 0.12000 19583.52| 0.06000 9791.76| MILLED HMA SHOULDER CORRUGATIONS | | | 0025 610-07788 1446.000 TON | 80.75000 116764.50| 77.15000 111558.90| HMA FOR APPROACHES, TYPE D | | | 0026 615-06505 1.000 EACH | 1540.00000 1540.00| 892.26000 892.26| MONUMENT, B | | | 0027 615-06525 4.000 EACH | 720.00000 2880.00| 715.00000 2860.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0028 801-01093 8.000 EACH | 750.00000 6000.00| 750.00000 6000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0029 801-03290 5.000 EACH | 100.00000 500.00| 100.00000 500.00| CONSTRUCTION SIGN, C | | | 0030 801-06203 17950.000 LFT | 0.30000 5385.00| 0.39000 7000.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 9300.000 LFT | 1.25000 11625.00| 1.15000 10695.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 35.000 EACH | 170.00000 5950.00| 170.00000 5950.00| CONSTRUCTION SIGN, A | | | 0033 801-06710 175.000 DAY | 12.00000 2100.00| 12.00000 2100.00| FLASHING ARROW SIGN | | | 0034 801-06775 LUMP | 44217.00000 44217.00| 79257.34000 79257.34| MAINTAINING TRAFFIC | | | 0035 808-03002 40.000 LFT | 10.10000 404.00| 10.10000 404.00| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0036 808-03631 189.000 LFT | 10.10000 1908.90| 10.10000 1908.90| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,594,270.95 ROUTE : 41 CALL ORDER : 341 CONTRACT ID : RS-28060-A COUNTIES : BENTON NEWTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 808-03632 189.000 LFT | 10.10000 1908.90| 10.10000 1908.90| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0038 808-06701 22720.000 LFT | 0.28000 6361.60| 0.28000 6361.60| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0039 808-06703 93695.000 LFT | 0.28000 26234.60| 0.28000 26234.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0040 808-06716 418.000 LFT | 2.25000 940.50| 2.20000 919.60| LINE, REMOVE | | | 0041 808-75215 2410.000 LFT | 0.85000 2048.50| 0.85000 2048.50| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0042 808-75245 90669.000 LFT | 0.28000 25387.32| 0.28000 25387.32| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0044 808-75340 2.000 EACH | 240.00000 480.00| 240.00000 480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0045 808-75996 875.000 EACH | 3.55000 3106.25| 3.55000 3106.25| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 306-08033 362623.000 SYS | 0.55000 199442.65| 0.38000 137796.74| MILLING, ASPHALT, 1 IN. | | | 0047 608-04395 15.000 TON | 115.50000 1732.50| 128.44000 1926.60| AGGREGATE FOR SHOULDER DRAINS | | | 0048 306-08432 1320.000 SYS | 4.60000 6072.00| 12.31000 16249.20| MILLING, APPROACH | | | 0049 401-07320 7601.000 TON | 42.75000 324942.75| 43.17000 328135.17| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0050 401-07329 24253.000 TON | 51.00000 1236903.00| 53.79000 1304568.87| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0051 401-07355 7533.000 TON | 38.75000 291903.75| 43.30000 326178.90| QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | | 0052 401-07363 22462.000 TON | 39.50000 887249.00| 44.47000 998885.14| QC/QA-HMA, 4, 70, INTERMEDIATE, 9.5 mm | | | 0053 105-07577 7.000 MOS | 135.00000 945.00| 300.00000 2100.00| CELLULAR SERVICE | | | SECTION TOTALS | $ 3,668,709.00| $ 3,833,533.37| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,668,709.00| $ 3,833,533.37| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : RS-28061-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 11/16/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,680,600.00 100.0000% 2 35-1139301 E & B PAVING INC $ 2,795,000.00 104.2677% 3 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 2,698,450.54 96.5456% --------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,218.93 ROUTE : 3 CALL ORDER : 361 CONTRACT ID : RS-28130-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/16/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 2,350,357.48 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 2,548,031.60 108.4104% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,882,000.00 122.6196% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,614,735.56 153.7951% ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ROHE, PAUL H. COMPANY |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 14700.00000 14700.00| 10000.00000 10000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1000.00000 12000.00| 1000.00000 12000.00| 1300.00000 15600.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 52500.00000 52500.00| 59000.00000 59000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 203-02000 320.000 CYS | 48.00000 15360.00| 30.00000 9600.00| 60.00000 19200.00 EXCAVATION, COMMON | | | 0008 203-02070 1974.000 CYS | 27.00000 53298.00| 35.00000 69090.00| 30.00000 59220.00 BORROW | | | 0009 205-06931 448.000 TON | 42.00000 18816.00| 25.00000 11200.00| 60.00000 26880.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 213-08058 18.000 CYS | 280.00000 5040.00| 100.00000 1800.00| 150.00000 2700.00 FLOWABLE BACKFILL | | | 0011 301-07448 7544.000 TON | 13.50000 101844.00| 15.00000 113160.00| 13.25000 99958.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,218.93 ROUTE : 3 CALL ORDER : 361 CONTRACT ID : RS-28130-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ROHE, PAUL H. COMPANY |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 303-01180 355.000 TON | 21.00000 7455.00| 19.00000 6745.00| 25.00000 8875.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0013 304-07491 3577.000 TON | 58.00000 207466.00| 60.00000 214620.00| 80.00000 286160.00 HMA PATCHING, TYPE C | | | 0014 304-07494 8485.000 TON | 40.00000 339400.00| 38.00000 322430.00| 40.00000 339400.00 WIDENING WITH HMA, TYPE C | | | 0015 306-08033 154653.000 SYS | 0.32000 49488.96| 0.30000 46395.90| 0.40000 61861.20 MILLING, ASPHALT, 1 IN. | | | 0016 306-08043 200.000 SYS | 1.10000 220.00| 5.00000 1000.00| 1.50000 300.00 MILLING, TRANSITION | | | 0017 401-06264 LUMP | 1600.00000 1600.00| 5000.00000 5000.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0018 401-07322 18907.000 TON | 36.50000 690105.50| 40.00000 756280.00| 45.00000 850815.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0019 406-05520 71.000 TON | 210.00000 14910.00| 200.00000 14200.00| 125.00000 8875.00 ASPHALT FOR TACK COAT | | | 0020 408-07478 4.000 TON | 4860.00000 19440.00| 5000.00000 20000.00| 4500.00000 18000.00 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | ROUT AND SEAL | | | 0021 601-01846 1.000 EACH | 1650.00000 1650.00| 1800.00000 1800.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-06854 4.000 EACH | 2600.00000 10400.00| 2800.00000 11200.00| 2600.00000 10400.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-92948 1748.000 LFT | 2.50000 4370.00| 3.00000 5244.00| 2.50000 4370.00 GUARDRAIL, ADJUST HEIGHT | | | 0024 601-94689 69.000 EACH | 2125.00000 146625.00| 2500.00000 172500.00| 3290.00000 227010.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 3263.000 LFT | 13.75000 44866.25| 15.00000 48945.00| 13.75000 44866.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 610-07488 764.000 TON | 75.00000 57300.00| 70.00000 53480.00| 95.00000 72580.00 HMA FOR APPROACHES, TYPE C | | | 0027 612-04315 277.000 TON | 801.00000 221877.00| 820.00000 227140.00| 801.00000 221877.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0028 612-05081 1.000 EACH | 3190.00000 3190.00| 3200.00000 3200.00| 3190.00000 3190.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0029 612-60410 5072.000 EACH | 6.40000 32460.80| 7.50000 38040.00| 6.40000 32460.80 DRILLED HOLE FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,218.93 ROUTE : 3 CALL ORDER : 361 CONTRACT ID : RS-28130-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ROHE, PAUL H. COMPANY |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 616-06451 2295.000 TON | 25.50000 58522.50| 25.00000 57375.00| 28.00000 64260.00 RIPRAP, UNIFORM | | | 0031 621-01004 4.000 EACH | 395.00000 1580.00| 700.00000 2800.00| 600.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 8035.000 SYS | 0.33000 2651.55| 0.50000 4017.50| 0.54000 4338.90 MULCHED SEEDING, R | | | 0033 714-03028 17.000 LFT | 950.00000 16150.00| 1500.00000 25500.00| 2000.00000 34000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 6 FT. | | | 0034 714-07678 7.000 LFT | 1825.00000 12775.00| 3000.00000 21000.00| 3400.00000 23800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 8 FT. | | | 0035 714-08212 2.000 LFT | 1780.00000 3560.00| 4000.00000 8000.00| 2100.00000 4200.00 CULVERT EXTENSION , REINFORCED CONCRETE | | | 2 FT. SPAN | | | 0036 715-05168 175.000 LFT | 31.00000 5425.00| 30.00000 5250.00| 37.00000 6475.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0037 715-05169 117.000 LFT | 35.00000 4095.00| 30.00000 3510.00| 41.00000 4797.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0038 715-05173 30.000 LFT | 38.50000 1155.00| 40.00000 1200.00| 61.00000 1830.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0039 715-05595 21.000 LFT | 35.00000 735.00| 45.00000 945.00| 155.00000 3255.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0040 715-05596 10.000 LFT | 38.00000 380.00| 90.00000 900.00| 160.00000 1600.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0041 715-05597 6.000 LFT | 43.00000 258.00| 200.00000 1200.00| 175.00000 1050.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0042 715-05756 6.000 LFT | 31.00000 186.00| 175.00000 1050.00| 120.00000 720.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0043 715-08306 66.000 TON | 65.00000 4290.00| 120.00000 7920.00| 100.00000 6600.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0044 715-46000 10.000 EACH | 180.00000 1800.00| 200.00000 2000.00| 215.00000 2150.00 PIPE END SECTION, 12 IN. | | | 0045 715-46005 11.000 EACH | 190.00000 2090.00| 200.00000 2200.00| 225.00000 2475.00 PIPE END SECTION, 15 IN. | | | 0046 715-46010 4.000 EACH | 230.00000 920.00| 275.00000 1100.00| 255.00000 1020.00 PIPE END SECTION, 18 IN. | | | 0047 715-46020 3.000 EACH | 280.00000 840.00| 375.00000 1125.00| 305.00000 915.00 PIPE END SECTION, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,218.93 ROUTE : 3 CALL ORDER : 361 CONTRACT ID : RS-28130-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( 3 ) 35-1917625 |ROHE, PAUL H. COMPANY |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 720-06525 1.000 EACH | 650.00000 650.00| 800.00000 800.00| 415.00000 415.00 CASTING, ADJUST TO GRADE, MONUMENT | | | 0049 720-44000 3.000 EACH | 750.00000 2250.00| 800.00000 2400.00| 415.00000 1245.00 CASTING, ADJUST TO GRADE | | | 0050 801-06207 5229.000 LFT | 1.31000 6849.99| 1.00000 5229.00| 1.60000 8366.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06640 33.000 EACH | 130.00000 4290.00| 150.00000 4950.00| 130.00000 4290.00 CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP | 32000.00000 32000.00| 80000.00000 80000.00| 121669.42000 121669.42 MAINTAINING TRAFFIC | | | 0053 808-06712 11234.000 LFT | 0.09000 1011.06| 0.10000 1123.40| 0.09000 1011.06 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0054 808-06713 117739.000 LFT | 0.09000 10596.51| 0.10000 11773.90| 0.09000 10596.51 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-06714 41049.000 LFT | 0.09000 3694.41| 0.10000 4104.90| 0.09000 3694.41 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0056 808-75297 300.000 LFT | 3.00000 900.00| 4.00000 1200.00| 3.00000 900.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0057 808-75996 1075.000 EACH | 7.35000 7901.25| 8.50000 9137.50| 7.35000 7901.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 1075.000 EACH | 17.30000 18597.50| 22.00000 23650.00| 17.30000 18597.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 202-93741 50.000 EACH | 125.00000 6250.00| 150.00000 7500.00| 265.00000 13250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0060 601-01522 2.000 EACH | 1825.00000 3650.00| 2000.00000 4000.00| 1825.00000 3650.00 GUARDRAIL TRANSITION TYPE TGB | | | 0061 306-08432 8798.000 SYS | 0.90000 7918.20| 1.25000 10997.50| 1.85000 16276.30 MILLING, APPROACH | | | SECTION TOTALS | $ 2,350,357.48| $ 2,548,031.60| $ 2,882,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,350,357.48| $ 2,548,031.60| $ 2,882,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,218.93 ROUTE : 3 CALL ORDER : 361 CONTRACT ID : RS-28130-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2500.00000 30000.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 85000.00000 85000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 203-02000 320.000 CYS | 300.00000 96000.00| | EXCAVATION, COMMON | | | 0008 203-02070 1974.000 CYS | 49.00000 96726.00| | BORROW | | | 0009 205-06931 448.000 TON | 34.00000 15232.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 213-08058 18.000 CYS | 80.00000 1440.00| | FLOWABLE BACKFILL | | | 0011 301-07448 7544.000 TON | 21.00000 158424.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-01180 355.000 TON | 35.00000 12425.00| | COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0013 304-07491 3577.000 TON | 80.00000 286160.00| | HMA PATCHING, TYPE C | | | 0014 304-07494 8485.000 TON | 65.00000 551525.00| | WIDENING WITH HMA, TYPE C | | | 0015 306-08033 154653.000 SYS | 1.25000 193316.25| | MILLING, ASPHALT, 1 IN. | | | 0016 306-08043 200.000 SYS | 14.00000 2800.00| | MILLING, TRANSITION | | | 0017 401-06264 LUMP | 7500.00000 7500.00| | PROFILOGRAPH, HMA | | | 0018 401-07322 18907.000 TON | 60.00000 1134420.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,218.93 ROUTE : 3 CALL ORDER : 361 CONTRACT ID : RS-28130-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05520 71.000 TON | 220.00000 15620.00| | ASPHALT FOR TACK COAT | | | 0020 408-07478 4.000 TON | 6850.00000 27400.00| | CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | ROUT AND SEAL | | | 0021 601-01846 1.000 EACH | 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-06854 4.000 EACH | 2700.00000 10800.00| | GUARDRAIL, W-BEAM, NESTED | | | 0023 601-92948 1748.000 LFT | 2.60000 4544.80| | GUARDRAIL, ADJUST HEIGHT | | | 0024 601-94689 69.000 EACH | 2200.00000 151800.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 3263.000 LFT | 14.00000 45682.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 610-07488 764.000 TON | 105.00000 80220.00| | HMA FOR APPROACHES, TYPE C | | | 0027 612-04315 277.000 TON | 801.00000 221877.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0028 612-05081 1.000 EACH | 3190.00000 3190.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0029 612-60410 5072.000 EACH | 6.40000 32460.80| | DRILLED HOLE FOR UNDERSEAL | | | 0030 616-06451 2295.000 TON | 24.00000 55080.00| | RIPRAP, UNIFORM | | | 0031 621-01004 4.000 EACH | 515.00000 2060.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 8035.000 SYS | 0.35000 2812.25| | MULCHED SEEDING, R | | | 0033 714-03028 17.000 LFT | 1780.00000 30260.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 6 FT. | | | 0034 714-07678 7.000 LFT | 2650.00000 18550.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 13 FT. X 8 FT. | | | 0035 714-08212 2.000 LFT | 4875.00000 9750.00| | CULVERT EXTENSION , REINFORCED CONCRETE | | | 2 FT. SPAN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,218.93 ROUTE : 3 CALL ORDER : 361 CONTRACT ID : RS-28130-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 715-05168 175.000 LFT | 51.00000 8925.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0037 715-05169 117.000 LFT | 51.00000 5967.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0038 715-05173 30.000 LFT | 46.00000 1380.00| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0039 715-05595 21.000 LFT | 42.00000 882.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0040 715-05596 10.000 LFT | 47.00000 470.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0041 715-05597 6.000 LFT | 71.00000 426.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0042 715-05756 6.000 LFT | 60.00000 360.00| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0043 715-08306 66.000 TON | 90.00000 5940.00| | HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0044 715-46000 10.000 EACH | 285.00000 2850.00| | PIPE END SECTION, 12 IN. | | | 0045 715-46005 11.000 EACH | 305.00000 3355.00| | PIPE END SECTION, 15 IN. | | | 0046 715-46010 4.000 EACH | 325.00000 1300.00| | PIPE END SECTION, 18 IN. | | | 0047 715-46020 3.000 EACH | 375.00000 1125.00| | PIPE END SECTION, 24 IN. | | | 0048 720-06525 1.000 EACH | 275.00000 275.00| | CASTING, ADJUST TO GRADE, MONUMENT | | | 0049 720-44000 3.000 EACH | 450.00000 1350.00| | CASTING, ADJUST TO GRADE | | | 0050 801-06207 5229.000 LFT | 1.05000 5490.45| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06640 33.000 EACH | 135.00000 4455.00| | CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP | 85000.00000 85000.00| | MAINTAINING TRAFFIC | | | 0053 808-06712 11234.000 LFT | 0.08000 898.72| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0054 808-06713 117739.000 LFT | 0.08000 9419.12| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,490,218.93 ROUTE : 3 CALL ORDER : 361 CONTRACT ID : RS-28130-A COUNTIES : RUSH LETTING DATE : 11/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-06714 41049.000 LFT | 0.08000 3283.92| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0056 808-75297 300.000 LFT | 3.10000 930.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0057 808-75996 1075.000 EACH | 7.75000 8331.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 1075.000 EACH | 18.00000 19350.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 202-93741 50.000 EACH | 340.00000 17000.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0060 601-01522 2.000 EACH | 1900.00000 3800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0061 306-08432 8798.000 SYS | 3.00000 26394.00| | MILLING, APPROACH | | | SECTION TOTALS | $ 3,614,735.56| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,614,735.56| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,234,011.75 ROUTE : 25 CALL ORDER : 371 CONTRACT ID : RS-28353-A COUNTIES : CASS FULTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,057,053.56 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,461,831.88 113.2408% 3 35-0997978 PHEND & BROWN, INC. $ 3,712,540.23 121.4418% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 26150.00000 26150.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 150.00000 150.00| 1.00000 1.00| 300.00000 300.00 PHONE(SUPERVISOR) | | | 0003 105-06905 3.000 EACH | 150.00000 450.00| 1.00000 3.00| 300.00000 900.00 PHONE(INSPECTOR) | | | 0004 105-06906 9.000 MOS | 65.00000 585.00| 25.00000 225.00| 165.00000 1485.00 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 27.000 MOS | 65.00000 1755.00| 25.00000 675.00| 15.00000 405.00 CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 9.000 MOS | 1800.00000 16200.00| 1475.00000 13275.00| 1700.00000 15300.00 FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 153000.00000 153000.00| 170000.00000 170000.00| 185274.00000 185274.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 250.000 LFT | 4.00000 1000.00| 4.60000 1150.00| 4.60000 1150.00 GUARDRAIL, REMOVE | | | 0012 202-02271 2.000 EACH | 500.00000 1000.00| 143.24000 286.48| 700.00000 1400.00 HEADWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,234,011.75 ROUTE : 25 CALL ORDER : 371 CONTRACT ID : RS-28353-A COUNTIES : CASS FULTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02278 2650.000 LFT | 5.00000 13250.00| 6.00000 15900.00| 10.50000 27825.00 CURB, CONCRETE, REMOVE | | | 0014 202-02928 1.000 EACH | 360.00000 360.00| 247.44000 247.44| 700.00000 700.00 CATCH BASIN, REMOVE | | | 0015 202-52710 256.000 SYS | 10.00000 2560.00| 42.35000 10841.60| 26.00000 6656.00 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-93741 19.000 EACH | 200.00000 3800.00| 145.00000 2755.00| 150.00000 2850.00 GUARD RAIL END TREATMENT, REMOVE | | | 0017 202-96133 28.000 LFT | 20.00000 560.00| 4.64000 129.92| 14.50000 406.00 PIPE, REMOVE | | | 0018 203-02000 3043.000 CYS | 12.00000 36516.00| 18.84000 57330.12| 25.00000 76075.00 EXCAVATION, COMMON | | | 0019 203-02080 1.000 MILE | 1000.00000 1000.00| 500.00000 500.00| 30000.00000 30000.00 LINEAR GRADING | | | 0020 211-07454 24.000 CYS | 35.00000 840.00| 9.60000 230.40| 19.00000 456.00 STRUCTURE BACKFILL | | | 0021 213-52830 2.000 CYS | 407.00000 814.00| 377.95000 755.90| 650.00000 1300.00 FLOWABLE MORTAR | | | 0022 301-07448 2836.000 TON | 12.00000 34032.00| 18.07000 51246.52| 19.00000 53884.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 303-07449 4070.000 TON | 17.00000 69190.00| 5.00000 20350.00| 18.50000 75295.00 COMPACTED AGGREGATE, NO. 73 | | | 0024 304-07491 625.000 TON | 55.00000 34375.00| 83.33000 52081.25| 80.00000 50000.00 HMA PATCHING, TYPE C | | | 0025 306-08038 247673.000 SYS | 0.26000 64394.98| 0.82000 203091.86| 1.30000 321974.90 MILLING, ASPHALT, 4 IN. | | | 0026 306-08043 475.000 SYS | 10.00000 4750.00| 15.61000 7414.75| 6.00000 2850.00 MILLING, TRANSITION | | | 0027 401-06264 LUMP | 8000.00000 8000.00| 23220.00000 23220.00| 16000.00000 16000.00 PROFILOGRAPH, HMA | | | 0028 401-07322 21220.000 TON | 43.00000 912460.00| 42.24000 896332.80| 41.00000 870020.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0029 401-07392 37310.000 TON | 28.00000 1044680.00| 22.00000 820820.00| 34.00000 1268540.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0030 402-07442 2595.000 TON | 30.00000 77850.00| 36.85000 95625.75| 38.00000 98610.00 HMA BASE, TYPE C | | | 0031 406-05520 132.000 TON | 1.00000 132.00| 10.00000 1320.00| 200.00000 26400.00 ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 1800.00000 1800.00| 1875.00000 1875.00| 1875.00000 1875.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,234,011.75 ROUTE : 25 CALL ORDER : 371 CONTRACT ID : RS-28353-A COUNTIES : CASS FULTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-06854 2.000 EACH | 2200.00000 4400.00| 2700.00000 5400.00| 2700.00000 5400.00 GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 23.000 EACH | 2400.00000 55200.00| 2190.00000 50370.00| 2800.00000 64400.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-97774 8.000 EACH | 1000.00000 8000.00| 750.00000 6000.00| 750.00000 6000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0036 601-99105 963.000 LFT | 16.00000 15408.00| 14.25000 13722.75| 14.75000 14204.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 604-06070 200.000 SYS | 58.00000 11600.00| 50.59000 10118.00| 50.00000 10000.00 SIDEWALK, CONCRETE | | | 0038 604-07897 35.000 SYS | 186.00000 6510.00| 226.66000 7933.10| 250.00000 8750.00 CURB RAMP, CONCRETE, C | | | 0039 604-07901 90.000 SYS | 206.00000 18540.00| 205.11000 18459.90| 225.00000 20250.00 CURB RAMP, CONCRETE, G | | | 0040 604-07901 120.000 SYS | 188.00000 22560.00| 44.11000 5293.20| 230.00000 27600.00 CURB RAMP, CONCRETE, G ,MODIFIED | | | 0041 604-07902 11.000 SYS | 242.00000 2662.00| 216.55000 2382.05| 230.00000 2530.00 CURB RAMP, CONCRETE, H | | | 0042 605-06120 2650.000 LFT | 12.00000 31800.00| 10.00000 26500.00| 13.00000 34450.00 CURB, CONCRETE | | | 0044 611-08232 2.000 EACH | 180.00000 360.00| 144.18000 288.36| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0045 612-04315 138.000 TON | 801.10000 110551.80| 801.10000 110551.80| 801.10000 110551.80 ASPHALT MATERIAL FOR UNDERSEAL | | | 0046 612-05081 1.000 EACH | 3190.00000 3190.00| 3190.00000 3190.00| 3190.00000 3190.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0047 612-60410 2302.000 EACH | 6.80000 15653.60| 6.80000 15653.60| 6.80000 15653.60 DRILLED HOLE FOR UNDERSEAL | | | 0048 615-06520 1.000 EACH | 575.00000 575.00| 334.51000 334.51| 550.00000 550.00 MONUMENT, RE-ESTABLISH | | | 0049 615-06527 1.000 EACH | 475.00000 475.00| 475.00000 475.00| 550.00000 550.00 MONUMENT, SECTION CORNER | | | 0050 616-02320 109.000 SYS | 6.70000 730.30| 4.68000 510.12| 4.00000 436.00 GEOTEXTILES | | | 0051 616-06451 108.000 TON | 28.00000 3024.00| 34.65000 3742.20| 80.00000 8640.00 RIPRAP, UNIFORM | | | 0052 621-06574 590.000 SYS | 6.15000 3628.50| 6.15000 3628.50| 6.15000 3628.50 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,234,011.75 ROUTE : 25 CALL ORDER : 371 CONTRACT ID : RS-28353-A COUNTIES : CASS FULTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 715-01662 120.000 LFT | 16.00000 1920.00| 16.00000 1920.00| 16.00000 1920.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0055 715-05121 10.000 LFT | 100.00000 1000.00| 125.55000 1255.50| 150.00000 1500.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0056 715-05169 28.000 LFT | 80.00000 2240.00| 50.03000 1400.84| 145.00000 4060.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0057 715-46005 34.000 EACH | 500.00000 17000.00| 498.94000 16963.96| 185.00000 6290.00 PIPE END SECTION, 15 IN. | | | 0058 715-46010 6.000 EACH | 200.00000 1200.00| 496.49000 2978.94| 300.00000 1800.00 PIPE END SECTION, 18 IN. | | | 0059 720-44000 6.000 EACH | 420.00000 2520.00| 465.21000 2791.26| 500.00000 3000.00 CASTING, ADJUST TO GRADE | | | 0060 720-44296 1.000 EACH | 600.00000 600.00| 494.85000 494.85| 660.00000 660.00 CAP INLET | | | 0061 720-45005 1.000 EACH | 1500.00000 1500.00| 1576.98000 1576.98| 1950.00000 1950.00 INLET, A2 | | | 0062 720-45205 2.000 EACH | 1800.00000 3600.00| 2076.45000 4152.90| 2600.00000 5200.00 CATCH BASIN, A2 | | | 0063 725-06866 120.000 LFT | 95.00000 11400.00| 95.00000 11400.00| 95.00000 11400.00 PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0064 725-06867 113.000 LFT | 100.00000 11300.00| 100.00000 11300.00| 100.00000 11300.00 PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0065 801-01093 16.000 EACH | 419.00000 6704.00| 970.00000 15520.00| 419.00000 6704.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0066 801-06203 14075.000 LFT | 0.12000 1689.00| 0.16000 2252.00| 0.12000 1689.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0067 801-06207 7040.000 LFT | 1.03000 7251.20| 0.81000 5702.40| 1.35000 9504.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0068 801-06640 82.000 EACH | 70.00000 5740.00| 72.00000 5904.00| 112.00000 9184.00 CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP | 14100.00000 14100.00| 492661.49000 492661.49| 31000.00000 31000.00 MAINTAINING TRAFFIC | | | 0070 804-06771 47.000 EACH | 10.00000 470.00| 23.00000 1081.00| 23.00000 1081.00 DELINEATOR POST, FLEXIBLE | | | 0071 804-06771 42.000 EACH | 30.00000 1260.00| 23.00000 966.00| 23.00000 966.00 DELINEATOR POST, FLEXIBLE GREY | | | 0072 808-06713 142032.000 LFT | 0.09000 12782.88| 0.09000 12782.88| 0.09000 12782.88 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,234,011.75 ROUTE : 25 CALL ORDER : 371 CONTRACT ID : RS-28353-A COUNTIES : CASS FULTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 808-75240 14870.000 LFT | 0.24000 3568.80| 0.24000 3568.80| 0.24000 3568.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0074 808-75245 37000.000 LFT | 0.24000 8880.00| 0.24000 8880.00| 0.24000 8880.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0075 808-75297 70.000 LFT | 4.75000 332.50| 4.75000 332.50| 4.75000 332.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0076 808-75996 1220.000 EACH | 2.00000 2440.00| 3.14000 3830.80| 4.50000 5490.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0077 808-75998 1220.000 EACH | 17.00000 20740.00| 17.00000 20740.00| 17.00000 20740.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0078 306-08432 3520.000 SYS | 12.00000 42240.00| 6.03000 21225.60| 6.00000 21120.00 MILLING, APPROACH | | | 0079 715-05118 15.000 LFT | 80.00000 1200.00| 50.62000 759.30| 90.00000 1350.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0080 610-07487 425.000 TON | 160.00000 68000.00| 120.00000 51000.00| 80.00000 34000.00 HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 3,057,053.56| $ 3,461,831.88| $ 3,712,540.23 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,057,053.56| $ 3,461,831.88| $ 3,712,540.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,620.46 ROUTE : SR 8 CALL ORDER : 381 CONTRACT ID : RS-28354-A COUNTIES : MARSHALL STARKE LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,916,081.81 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,944,536.36 101.4850% 3 35-1120685 WALSH & KELLY INC $ 1,999,393.20 104.3480% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,003,173.08 104.5453% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 5300.00000 5300.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 150.00000 150.00| 108.00000 108.00| 870.00000 870.00 PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 150.00000 300.00| 108.00000 216.00| 630.00000 1260.00 PHONE(INSPECTOR) | | | 0004 105-06906 9.000 MOS | 60.00000 540.00| 108.00000 972.00| 125.00000 1125.00 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 18.000 MOS | 60.00000 1080.00| 108.00000 1944.00| 125.00000 2250.00 CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 6.000 MOS | 2000.00000 12000.00| 1650.00000 9900.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 96700.00000 96700.00| 39625.00000 39625.00| 95000.00000 95000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 1195.000 LFT | 2.00000 2390.00| 2.60000 3107.00| 2.00000 2390.00 GUARDRAIL, REMOVE | | | 0012 202-93741 4.000 EACH | 200.00000 800.00| 430.44000 1721.76| 200.00000 800.00 GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,620.46 ROUTE : SR 8 CALL ORDER : 381 CONTRACT ID : RS-28354-A COUNTIES : MARSHALL STARKE LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-96133 66.000 LFT | 20.00000 1320.00| 56.20000 3709.20| 30.00000 1980.00 PIPE, REMOVE | | | 0014 203-02070 200.000 CYS | 30.00000 6000.00| 25.75000 5150.00| 12.00000 2400.00 BORROW | | | 0015 203-02080 0.300 MILE | 13400.00000 4020.00| 25950.00000 7785.00| 21000.00000 6300.00 LINEAR GRADING | | | 0016 211-07454 550.000 CYS | 24.60000 13530.00| 28.00000 15400.00| 12.00000 6600.00 STRUCTURE BACKFILL | | | 0017 303-07449 4200.000 TON | 25.00000 105000.00| 18.00000 75600.00| 16.00000 67200.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 500.000 TON | 80.00000 40000.00| 76.00000 38000.00| 90.00000 45000.00 HMA PATCHING, TYPE B | | | 0019 304-07493 50.000 TON | 134.00000 6700.00| 125.00000 6250.00| 70.00000 3500.00 WIDENING WITH HMA, TYPE B | | | 0020 306-08033 156924.000 SYS | 0.25000 39231.00| 0.65000 102000.60| 0.54000 84738.96 MILLING, ASPHALT, 1 IN. | | | 0021 306-08043 1000.000 SYS | 8.00000 8000.00| 4.45000 4450.00| 4.73000 4730.00 MILLING, TRANSITION | | | 0022 401-06264 LUMP | 8000.00000 8000.00| 3600.00000 3600.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0023 401-07321 13346.000 TON | 39.00000 520494.00| 41.80000 557862.80| 41.00000 547186.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07371 17842.000 TON | 37.00000 660154.00| 38.35000 684240.70| 37.00000 660154.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0025 402-07451 1000.000 TON | 37.00000 37000.00| 45.00000 45000.00| 36.00000 36000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0026 406-05520 90.000 TON | 1.00000 90.00| 420.00000 37800.00| 400.00000 36000.00 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH | 1500.00000 6000.00| 1976.00000 7904.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-94689 4.000 EACH | 2500.00000 10000.00| 2412.80000 9651.20| 2500.00000 10000.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH | 1100.00000 1100.00| 920.40000 920.40| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 1350.000 LFT | 16.00000 21600.00| 15.76000 21276.00| 16.00000 21600.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 610-07487 1523.000 TON | 75.00000 114225.00| 50.00000 76150.00| 70.00000 106610.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,620.46 ROUTE : SR 8 CALL ORDER : 381 CONTRACT ID : RS-28354-A COUNTIES : MARSHALL STARKE LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 615-06527 20.000 EACH | 330.00000 6600.00| 640.00000 12800.00| 330.00000 6600.00 MONUMENT, SECTION CORNER , INSTALL | | | 0033 616-02320 100.000 SYS | 15.00000 1500.00| 4.85000 485.00| 5.00000 500.00 GEOTEXTILES | | | 0034 616-06451 300.000 TON | 25.00000 7500.00| 29.50000 8850.00| 22.00000 6600.00 RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH | 250.00000 500.00| 260.00000 520.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06559 150.000 SYS | 9.00000 1350.00| 5.04000 756.00| 4.85000 727.50 MULCHED SEEDING, R | | | 0037 715-05118 120.000 LFT | 37.00000 4440.00| 47.20000 5664.00| 90.00000 10800.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0038 715-05128 95.000 LFT | 179.00000 17005.00| 50.00000 4750.00| 130.00000 12350.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0039 715-08305 52.000 TON | 40.00000 2080.00| 72.25000 3757.00| 70.00000 3640.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0040 715-46000 2.000 EACH | 239.00000 478.00| 460.00000 920.00| 300.00000 600.00 PIPE END SECTION, 12 IN. | | | 0041 715-46010 2.000 EACH | 285.00000 570.00| 517.00000 1034.00| 400.00000 800.00 PIPE END SECTION, 18 IN. | | | 0042 715-46040 2.000 EACH | 649.00000 1298.00| 1160.00000 2320.00| 600.00000 1200.00 PIPE END SECTION, 36 IN. | | | 0043 720-04815 1.000 EACH | 3000.00000 3000.00| 4000.00000 4000.00| 2600.00000 2600.00 DRYWELL , 1200 GALLON | | | 0044 720-44000 1.000 EACH | 400.00000 400.00| 800.00000 800.00| 300.00000 300.00 CASTING, ADJUST TO GRADE | | | 0045 720-45005 1.000 EACH | 1500.00000 1500.00| 2350.00000 2350.00| 1300.00000 1300.00 INLET, A2 | | | 0046 720-96995 1.000 EACH | 300.00000 300.00| 440.00000 440.00| 530.00000 530.00 CLEAN INLET | | | 0047 725-06858 50.000 LFT | 315.00000 15750.00| 327.60000 16380.00| 350.00000 17500.00 PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0048 725-06866 50.000 LFT | 95.00000 4750.00| 98.80000 4940.00| 110.00000 5500.00 PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0049 801-01093 8.000 EACH | 350.00000 2800.00| 208.00000 1664.00| 200.00000 1600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0050 801-06203 11122.000 LFT | 0.16000 1779.52| 0.21000 2335.62| 0.20000 2224.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 381 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,620.46 ROUTE : SR 8 CALL ORDER : 381 CONTRACT ID : RS-28354-A COUNTIES : MARSHALL STARKE LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-06207 5561.000 LFT | 1.15000 6395.15| 0.71000 3948.31| 1.00000 5561.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06625 50.000 EACH | 20.00000 1000.00| 58.24000 2912.00| 56.00000 2800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 88.000 EACH | 50.00000 4400.00| 74.88000 6589.44| 72.00000 6336.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 76900.00000 76900.00| 37775.00000 37775.00| 69000.00000 69000.00 MAINTAINING TRAFFIC | | | 0055 801-07118 72.000 LFT | 3.85000 277.20| 10.40000 748.80| 10.00000 720.00 BARRICADE, III-A | | | 0056 801-07119 72.000 LFT | 4.05000 291.60| 10.40000 748.80| 10.00000 720.00 BARRICADE, III-B | | | 0057 804-06771 20.000 EACH | 26.65000 533.00| 21.32000 426.40| 20.50000 410.00 DELINEATOR POST, FLEXIBLE | | | 0058 808-06713 113990.000 LFT | 0.09000 10259.10| 0.09000 10259.10| 0.09000 10259.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0059 808-75240 13670.000 LFT | 0.24000 3280.80| 0.25000 3417.50| 0.24000 3280.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0060 808-75245 13281.000 LFT | 0.24000 3187.44| 0.25000 3320.25| 0.24000 3187.44 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0061 808-75297 36.000 LFT | 5.50000 198.00| 5.72000 205.92| 5.50000 198.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0062 808-75340 2.000 EACH | 350.00000 700.00| 364.00000 728.00| 350.00000 700.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0063 808-75998 856.000 EACH | 17.00000 14552.00| 18.51000 15844.56| 17.00000 14552.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 306-08432 8000.000 SYS | 0.01000 80.00| 2.15000 17200.00| 4.00000 32000.00 MILLING, APPROACH | | | SECTION TOTALS | $ 1,916,081.81| $ 1,944,536.36| $ 1,999,393.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,916,081.81| $ 1,944,536.36| $ 1,999,393.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 381 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,620.46 ROUTE : SR 8 CALL ORDER : 381 CONTRACT ID : RS-28354-A COUNTIES : MARSHALL STARKE LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 500.00000 500.00| | PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 500.00000 1000.00| | PHONE(INSPECTOR) | | | 0004 105-06906 9.000 MOS | 100.00000 900.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 18.000 MOS | 100.00000 1800.00| | CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 6.000 MOS | 1410.00000 8460.00| | FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 1195.000 LFT | 2.00000 2390.00| | GUARDRAIL, REMOVE | | | 0012 202-93741 4.000 EACH | 200.00000 800.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0013 202-96133 66.000 LFT | 90.30000 5959.80| | PIPE, REMOVE | | | 0014 203-02070 200.000 CYS | 35.00000 7000.00| | BORROW | | | 0015 203-02080 0.300 MILE | 18000.00000 5400.00| | LINEAR GRADING | | | 0016 211-07454 550.000 CYS | 16.00000 8800.00| | STRUCTURE BACKFILL | | | 0017 303-07449 4200.000 TON | 18.50000 77700.00| | COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 500.000 TON | 96.00000 48000.00| | HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 381 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,620.46 ROUTE : SR 8 CALL ORDER : 381 CONTRACT ID : RS-28354-A COUNTIES : MARSHALL STARKE LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 304-07493 50.000 TON | 86.50000 4325.00| | WIDENING WITH HMA, TYPE B | | | 0020 306-08033 156924.000 SYS | 0.21000 32954.04| | MILLING, ASPHALT, 1 IN. | | | 0021 306-08043 1000.000 SYS | 6.25000 6250.00| | MILLING, TRANSITION | | | 0022 401-06264 LUMP | 8100.00000 8100.00| | PROFILOGRAPH, HMA | | | 0023 401-07321 13346.000 TON | 47.00000 627262.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07371 17842.000 TON | 41.50000 740443.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0025 402-07451 1000.000 TON | 52.00000 52000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0026 406-05520 90.000 TON | 1.00000 90.00| | ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH | 1500.00000 6000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-94689 4.000 EACH | 3550.00000 14200.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH | 1100.00000 1100.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 1350.000 LFT | 16.00000 21600.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 610-07487 1523.000 TON | 30.00000 45690.00| | HMA FOR APPROACHES, TYPE B | | | 0032 615-06527 20.000 EACH | 330.00000 6600.00| | MONUMENT, SECTION CORNER , INSTALL | | | 0033 616-02320 100.000 SYS | 10.00000 1000.00| | GEOTEXTILES | | | 0034 616-06451 300.000 TON | 37.00000 11100.00| | RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH | 250.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06559 150.000 SYS | 4.85000 727.50| | MULCHED SEEDING, R | | | 0037 715-05118 120.000 LFT | 28.00000 3360.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 381 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,620.46 ROUTE : SR 8 CALL ORDER : 381 CONTRACT ID : RS-28354-A COUNTIES : MARSHALL STARKE LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-05128 95.000 LFT | 71.00000 6745.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0039 715-08305 52.000 TON | 115.00000 5980.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0040 715-46000 2.000 EACH | 360.00000 720.00| | PIPE END SECTION, 12 IN. | | | 0041 715-46010 2.000 EACH | 440.00000 880.00| | PIPE END SECTION, 18 IN. | | | 0042 715-46040 2.000 EACH | 710.00000 1420.00| | PIPE END SECTION, 36 IN. | | | 0043 720-04815 1.000 EACH | 2645.00000 2645.00| | DRYWELL , 1200 GALLON | | | 0044 720-44000 1.000 EACH | 425.00000 425.00| | CASTING, ADJUST TO GRADE | | | 0045 720-45005 1.000 EACH | 1370.00000 1370.00| | INLET, A2 | | | 0046 720-96995 1.000 EACH | 25.00000 25.00| | CLEAN INLET | | | 0047 725-06858 50.000 LFT | 315.00000 15750.00| | PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0048 725-06866 50.000 LFT | 95.00000 4750.00| | PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0049 801-01093 8.000 EACH | 200.00000 1600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0050 801-06203 11122.000 LFT | 0.20000 2224.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 5561.000 LFT | 1.00000 5561.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06625 50.000 EACH | 56.00000 2800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 88.000 EACH | 72.00000 6336.00| | CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 52850.00000 52850.00| | MAINTAINING TRAFFIC | | | 0055 801-07118 72.000 LFT | 10.00000 720.00| | BARRICADE, III-A | | | 0056 801-07119 72.000 LFT | 10.00000 720.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 381 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,620.46 ROUTE : SR 8 CALL ORDER : 381 CONTRACT ID : RS-28354-A COUNTIES : MARSHALL STARKE LETTING DATE : 11/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 804-06771 20.000 EACH | 19.00000 380.00| | DELINEATOR POST, FLEXIBLE | | | 0058 808-06713 113990.000 LFT | 0.09000 10259.10| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0059 808-75240 13670.000 LFT | 0.24000 3280.80| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0060 808-75245 13281.000 LFT | 0.24000 3187.44| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0061 808-75297 36.000 LFT | 5.50000 198.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0062 808-75340 2.000 EACH | 350.00000 700.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0063 808-75998 856.000 EACH | 17.00000 14552.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 306-08432 8000.000 SYS | 0.01000 80.00| | MILLING, APPROACH | | | SECTION TOTALS | $ 2,003,173.08| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,003,173.08| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,116,354.42 ROUTE : US 224 CALL ORDER : 391 CONTRACT ID : RS-28404-A COUNTIES : HUNTINGTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 861,802.40 100.0000% 2 35-1139301 E & B PAVING, INC. $ 940,765.10 109.1625% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1540.00000 9240.00| 500.00000 3000.00| FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 43000.00000 43000.00| 47000.00000 47000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 2750.000 LFT | 1.80000 4950.00| 1.85000 5087.50| GUARDRAIL, REMOVE | | | 0007 202-93741 7.000 EACH | 140.00000 980.00| 185.00000 1295.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 42.450 STA | 393.00000 16682.85| 218.00000 9254.10| LINEAR GRADING | | | 0009 301-07448 176.000 TON | 4.00000 704.00| 4.00000 704.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-02051 3735.600 TON | 9.00000 33620.40| 12.00000 44827.20| STONE, 2 | | | 0011 303-07449 842.000 TON | 12.00000 10104.00| 29.00000 24418.00| COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 616.000 TON | 87.20000 53715.20| 98.00000 60368.00| HMA PATCHING, TYPE B | | | 0013 306-08033 123124.000 SYS | 0.25000 30781.00| 0.40000 49249.60| MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,116,354.42 ROUTE : US 224 CALL ORDER : 391 CONTRACT ID : RS-28404-A COUNTIES : HUNTINGTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08043 244.000 SYS | 0.25000 61.00| 0.40000 97.60| MILLING, TRANSITION | | | 0015 401-06264 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0016 401-07321 9800.000 TON | 24.00000 235200.00| 42.00000 411600.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0017 402-07432 889.000 TON | 24.00000 21336.00| 45.00000 40005.00| HMA SURFACE, TYPE A | | | 0018 406-05520 34.000 TON | 1.00000 34.00| 1.00000 34.00| ASPHALT FOR TACK COAT | | | 0019 601-01625 2.000 EACH | 1375.00000 2750.00| 1700.00000 3400.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-94689 14.000 EACH | 2125.00000 29750.00| 2300.00000 32200.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 4245.000 LFT | 13.55000 57519.75| 13.15000 55821.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 608-04395 10.000 TON | 58.40000 584.00| 323.61000 3236.10| AGGREGATE FOR SHOULDER DRAINS | | | 0023 610-07486 1460.000 TON | 24.00000 35040.00| 27.00000 39420.00| HMA FOR APPROACHES, TYPE A | | | 0024 611-06497 5.000 EACH | 180.00000 900.00| 140.00000 700.00| MAILBOX ASSEMBLY, SINGLE | | | 0025 611-08232 19.000 EACH | 120.00000 2280.00| 140.00000 2660.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0026 612-04315 5.730 TON | 1604.00000 9190.92| 1604.00000 9190.92| ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-60410 96.000 EACH | 26.30000 2524.80| 26.30000 2524.80| DRILLED HOLE FOR UNDERSEAL | | | 0028 615-06520 1.000 EACH | 225.00000 225.00| 440.00000 440.00| MONUMENT, RE-ESTABLISH | | | 0029 616-02320 309.000 SYS | 1.00000 309.00| 3.00000 927.00| GEOTEXTILES | | | 0030 616-06405 361.000 TON | 22.50000 8122.50| 32.00000 11552.00| RIPRAP, REVETMENT | | | 0031 616-95754 150.000 LFT | 1.75000 262.50| 15.00000 2250.00| PAVED SIDE DITCH, BREAK | | | 0032 801-06203 3441.000 LFT | 0.20000 688.20| 0.50000 1720.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,116,354.42 ROUTE : US 224 CALL ORDER : 391 CONTRACT ID : RS-28404-A COUNTIES : HUNTINGTON LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( ) |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06207 3441.000 LFT | 0.79000 2718.39| 0.75000 2580.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06640 33.000 EACH | 85.00000 2805.00| 85.00000 2805.00| CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP | 216810.00000 216810.00| 40400.00000 40400.00| MAINTAINING TRAFFIC | | | 0036 801-92448 480.000 DAY | 0.01000 4.80| 1.00000 480.00| CONSTRUCTION SIGNS, MOBILE | | | 0037 802-05704 42.000 LFT | 12.15000 510.30| 22.00000 924.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0038 802-05705 56.000 LFT | 11.05000 618.80| 21.00000 1176.00| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0039 802-91122 5.000 EACH | 60.00000 300.00| 160.00000 800.00| SIGN, GROUND MOUNTED, RESET | | | 0040 804-06771 10.000 EACH | 26.00000 260.00| 30.00000 300.00| DELINEATOR POST, FLEXIBLE | | | 0041 808-06712 7585.000 LFT | 0.17000 1289.45| 0.10000 758.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0042 808-06713 69656.000 LFT | 0.10000 6965.60| 0.10000 6965.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-06714 19620.000 LFT | 0.11000 2158.20| 0.10000 1962.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0044 808-75996 656.000 EACH | 3.00000 1968.00| 3.50000 2296.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 656.000 EACH | 17.00000 11152.00| 17.00000 11152.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 808-92027 282.000 LFT | 1.28000 360.96| 6.00000 1692.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0047 808-99176 40.000 LFT | 5.89000 235.60| 10.00000 400.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | 0048 306-08432 8718.000 SYS | 0.01000 87.18| 0.01000 87.18| MILLING, APPROACH | | | SECTION TOTALS | $ 861,802.40| $ 940,765.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 861,802.40| $ 940,765.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/19/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,795,196.95 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,877,886.10 104.6061% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,993,967.25 111.0723% 4 35-0997978 PHEND & BROWN, INC. $ 2,040,618.00 113.6710% ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 2425.00000 14550.00| 1410.00000 8460.00| 1800.00000 10800.00 FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 50000.00000 50000.00| 93000.00000 93000.00| 312000.00000 312000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-01000 LUMP | 7000.00000 7000.00| 450.00000 450.00| 2100.00000 2100.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0007 202-02241 232.000 LFT | 4.00000 928.00| 4.00000 928.00| 2.50000 580.00 GUARDRAIL, REMOVE | | | 0008 202-02271 33.000 EACH | 200.00000 6600.00| 300.00000 9900.00| 320.00000 10560.00 HEADWALL, REMOVE | | | 0009 202-92953 4.000 SYS | 60.00000 240.00| 125.00000 500.00| 130.00000 520.00 CURB AND GUTTER TURNOUT, REMOVE | | | 0010 202-93741 4.000 EACH | 550.00000 2200.00| 200.00000 800.00| 180.00000 720.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-94749 25.000 LFT | 14.00000 350.00| 9.60000 240.00| 10.25000 256.25 CURB, ASPHALT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-96133 55.000 LFT | 16.00000 880.00| 30.00000 1650.00| 48.00000 2640.00 PIPE, REMOVE | | | 0013 203-02070 35.000 CYS | 36.00000 1260.00| 27.00000 945.00| 5.50000 192.50 BORROW | | | 0014 203-90014 13.000 STA | 400.00000 5200.00| 700.00000 9100.00| 3000.00000 39000.00 LINEAR GRADING | | | 0015 205-06931 18.000 TON | 55.00000 990.00| 50.00000 900.00| 45.25000 814.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 301-07448 3300.000 TON | 15.50000 51150.00| 5.00000 16500.00| 35.00000 115500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 1920.000 TON | 15.50000 29760.00| 19.00000 36480.00| 35.00000 67200.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 304-07490 1150.000 TON | 47.00000 54050.00| 85.00000 97750.00| 50.00000 57500.00 HMA PATCHING, TYPE B | | | 0019 304-07492 2400.000 TON | 48.85000 117240.00| 37.50000 90000.00| 60.00000 144000.00 WIDENING WITH HMA, TYPE A | | | 0020 306-08034 51050.000 SYS | 0.31000 15825.50| 0.40000 20420.00| 0.45000 22972.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08042 48700.000 SYS | 0.41000 19967.00| 0.45000 21915.00| 0.45000 21915.00 MILLING, SCARIFICATION/PROFILE | | | 0022 306-08043 4125.000 SYS | 0.41000 1691.25| 0.01000 41.25| 2.50000 10312.50 MILLING, TRANSITION | | | 0023 401-06264 LUMP | 10000.00000 10000.00| 6000.00000 6000.00| 25000.00000 25000.00 PROFILOGRAPH, HMA | | | 0024 401-07322 7052.000 TON | 37.85000 266918.20| 42.00000 296184.00| 35.00000 246820.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0025 401-07392 14650.000 TON | 33.70000 493705.00| 32.25000 472462.50| 3.00000 43950.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0026 402-07433 1850.000 TON | 39.25000 72612.50| 41.50000 76775.00| 35.00000 64750.00 HMA SURFACE, TYPE B | | | 0027 402-07438 3950.000 TON | 34.85000 137657.50| 32.00000 126400.00| 3.00000 11850.00 HMA INTERMEDIATE, TYPE B , FOR SHOULDER | | | 0028 402-07451 75.000 TON | 57.50000 4312.50| 57.50000 4312.50| 28.50000 2137.50 HMA, TYPE B, WEDGE AND LEVEL | | | 0029 406-05520 53.000 TON | 195.00000 10335.00| 200.00000 10600.00| 1.00000 53.00 ASPHALT FOR TACK COAT | | | 0030 506-06334 20.000 SYS | 200.00000 4000.00| 215.00000 4300.00| 100.00000 2000.00 PCCP PATCHING, PARTIAL DEPTH | | | 0031 507-07479 2000.000 TON | 54.00000 108000.00| 49.20000 98400.00| 50.00000 100000.00 HMA PARTIAL DEPTH PATCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-01846 2.000 EACH | 2200.00000 4400.00| 1700.00000 3400.00| 2400.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-94689 4.000 EACH | 2700.00000 10800.00| 4000.00000 16000.00| 2800.00000 11200.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 237.500 LFT | 20.00000 4750.00| 18.00000 4275.00| 18.00000 4275.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 605-06100 45.000 LFT | 30.00000 1350.00| 40.00000 1800.00| 50.25000 2261.25 CURB, INTEGRAL, C, CONCRETE | | | 0037 605-94082 1.000 EACH | 550.00000 550.00| 2935.00000 2935.00| 1500.00000 1500.00 CURB TURNOUT, CONCRETE | | | 0038 610-07486 3355.000 TON | 39.50000 132522.50| 28.00000 93940.00| 40.00000 134200.00 HMA FOR APPROACHES, TYPE A | | | 0039 611-06497 15.000 EACH | 175.00000 2625.00| 150.00000 2250.00| 230.00000 3450.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 611-08232 30.000 EACH | 175.00000 5250.00| 80.00000 2400.00| 180.00000 5400.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0041 615-06520 1.000 EACH | 500.00000 500.00| 450.00000 450.00| 500.00000 500.00 MONUMENT, RE-ESTABLISH | | | 0042 615-06525 2.000 EACH | 500.00000 1000.00| 450.00000 900.00| 330.00000 660.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0043 616-02320 245.000 SYS | 6.80000 1666.00| 9.00000 2205.00| 1.00000 245.00 GEOTEXTILES | | | 0044 616-06405 10.000 TON | 75.00000 750.00| 60.00000 600.00| 68.25000 682.50 RIPRAP, REVETMENT | | | 0045 621-01004 1.000 EACH | 575.00000 575.00| 575.00000 575.00| 610.00000 610.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 775.000 SYS | 2.04000 1581.00| 2.04000 1581.00| 2.25000 1743.75 EROSION CONTROL BLANKET | | | 0047 621-06560 1100.000 SYS | 1.10000 1210.00| 1.10000 1210.00| 1.25000 1375.00 MULCHED SEEDING, U | | | 0048 621-06570 350.000 CYS | 23.50000 8225.00| 18.50000 6475.00| 23.50000 8225.00 TOP SOIL | | | 0049 715-05168 70.000 LFT | 47.00000 3290.00| 32.00000 2240.00| 26.25000 1837.50 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0050 715-05595 25.000 LFT | 51.00000 1275.00| 120.00000 3000.00| 140.00000 3500.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0051 715-05757 6.000 LFT | 75.00000 450.00| 168.00000 1008.00| 170.00000 1020.00 PIPE EXTENSION, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-06696 15.000 LFT | 45.00000 675.00| 47.00000 705.00| 40.25000 603.75 PIPE, PVC, 10 IN. | | | 0053 715-46000 24.000 EACH | 180.00000 4320.00| 240.00000 5760.00| 470.00000 11280.00 PIPE END SECTION, 12 IN. | | | 0054 715-46005 8.000 EACH | 190.00000 1520.00| 255.00000 2040.00| 480.00000 3840.00 PIPE END SECTION, 15 IN. | | | 0055 715-46040 1.000 EACH | 630.00000 630.00| 1200.00000 1200.00| 1200.00000 1200.00 PIPE END SECTION, 36 IN. | | | 0056 715-90325 1.000 EACH | 190.00000 190.00| 250.00000 250.00| 440.00000 440.00 PIPE END SECTION, 10 IN. | | | 0057 720-44000 1.000 EACH | 235.00000 235.00| 530.00000 530.00| 330.00000 330.00 CASTING, ADJUST TO GRADE | | | 0058 720-45135 1.000 EACH | 1125.00000 1125.00| 1500.00000 1500.00| 1800.00000 1800.00 INLET, F7, MODIFIED | | | 0059 725-06858 54.000 LFT | 280.00000 15120.00| 280.00000 15120.00| 295.00000 15930.00 PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0060 801-06203 5970.000 LFT | 1.10000 6567.00| 0.17000 1014.90| 0.75000 4477.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0061 801-06207 3000.000 LFT | 1.10000 3300.00| 1.00000 3000.00| 1.00000 3000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0062 801-06640 28.000 EACH | 80.00000 2240.00| 80.00000 2240.00| 220.00000 6160.00 CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP | 40000.00000 40000.00| 156500.00000 156500.00| 401500.00000 401500.00 MAINTAINING TRAFFIC | | | 0064 801-92448 200.000 DAY | 54.00000 10800.00| 10.00000 2000.00| 2.75000 550.00 CONSTRUCTION SIGNS, MOBILE | | | 0065 802-05704 200.000 LFT | 16.00000 3200.00| 10.45000 2090.00| 10.50000 2100.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0066 802-05705 15.000 LFT | 23.00000 345.00| 17.75000 266.25| 11.75000 176.25 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0067 802-91122 15.000 EACH | 140.00000 2100.00| 36.00000 540.00| 170.00000 2550.00 SIGN, GROUND MOUNTED, RESET | | | 0068 804-04435 5.000 EACH | 15.00000 75.00| 15.00000 75.00| 12.75000 63.75 DELINEATOR POST, REMOVE | | | 0069 804-06771 20.000 EACH | 22.00000 440.00| 22.58000 451.60| 31.50000 630.00 DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 804-97955 20.000 EACH | 22.00000 440.00| 18.68000 373.60| 29.50000 590.00 DELINEATOR POST, FLEXIBLE, RESET | | | 0071 808-06713 58800.000 LFT | 0.10000 5880.00| 0.10000 5880.00| 0.10000 5880.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0072 808-75240 5400.000 LFT | 0.25000 1350.00| 0.38000 2052.00| 0.25000 1350.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0073 808-75245 25000.000 LFT | 0.25000 6250.00| 0.25000 6250.00| 0.25000 6250.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0074 808-75297 50.000 LFT | 10.00000 500.00| 7.09000 354.50| 10.50000 525.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0075 808-75996 645.000 EACH | 3.20000 2064.00| 5.00000 3225.00| 5.25000 3386.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 645.000 EACH | 18.00000 11610.00| 18.00000 11610.00| 18.00000 11610.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 211-02060 12.000 CYS | 28.00000 336.00| 9.00000 108.00| 5.25000 63.00 B BORROW FOR STRUCTURE BACKFILL | | | 0078 306-08432 9000.000 SYS | 0.41000 3690.00| 0.01000 90.00| 0.45000 4050.00 MILLING, APPROACH | | | SECTION TOTALS | $ 1,795,196.95| $ 1,877,886.10| $ 1,993,967.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,795,196.95| $ 1,877,886.10| $ 1,993,967.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1700.00000 10200.00| | FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 101837.00000 101837.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-01000 LUMP | 500.00000 500.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0007 202-02241 232.000 LFT | 4.00000 928.00| | GUARDRAIL, REMOVE | | | 0008 202-02271 33.000 EACH | 370.00000 12210.00| | HEADWALL, REMOVE | | | 0009 202-92953 4.000 SYS | 35.00000 140.00| | CURB AND GUTTER TURNOUT, REMOVE | | | 0010 202-93741 4.000 EACH | 200.00000 800.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-94749 25.000 LFT | 8.00000 200.00| | CURB, ASPHALT, REMOVE | | | 0012 202-96133 55.000 LFT | 20.00000 1100.00| | PIPE, REMOVE | | | 0013 203-02070 35.000 CYS | 10.00000 350.00| | BORROW | | | 0014 203-90014 13.000 STA | 530.00000 6890.00| | LINEAR GRADING | | | 0015 205-06931 18.000 TON | 150.00000 2700.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 301-07448 3300.000 TON | 16.00000 52800.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 1920.000 TON | 18.25000 35040.00| | COMPACTED AGGREGATE, NO. 53 | | | 0018 304-07490 1150.000 TON | 100.00000 115000.00| | HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 304-07492 2400.000 TON | 45.00000 108000.00| | WIDENING WITH HMA, TYPE A | | | 0020 306-08034 51050.000 SYS | 0.95000 48497.50| | MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08042 48700.000 SYS | 0.65000 31655.00| | MILLING, SCARIFICATION/PROFILE | | | 0022 306-08043 4125.000 SYS | 3.50000 14437.50| | MILLING, TRANSITION | | | 0023 401-06264 LUMP | 8000.00000 8000.00| | PROFILOGRAPH, HMA | | | 0024 401-07322 7052.000 TON | 40.00000 282080.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0025 401-07392 14650.000 TON | 34.00000 498100.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0026 402-07433 1850.000 TON | 40.00000 74000.00| | HMA SURFACE, TYPE B | | | 0027 402-07438 3950.000 TON | 34.00000 134300.00| | HMA INTERMEDIATE, TYPE B , FOR SHOULDER | | | 0028 402-07451 75.000 TON | 48.00000 3600.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0029 406-05520 53.000 TON | 200.00000 10600.00| | ASPHALT FOR TACK COAT | | | 0030 506-06334 20.000 SYS | 550.00000 11000.00| | PCCP PATCHING, PARTIAL DEPTH | | | 0031 507-07479 2000.000 TON | 61.00000 122000.00| | HMA PARTIAL DEPTH PATCH | | | 0032 601-01846 2.000 EACH | 1700.00000 3400.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-94689 4.000 EACH | 3200.00000 12800.00| | GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 237.500 LFT | 18.00000 4275.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 605-06100 45.000 LFT | 41.00000 1845.00| | CURB, INTEGRAL, C, CONCRETE | | | 0037 605-94082 1.000 EACH | 600.00000 600.00| | CURB TURNOUT, CONCRETE | | | 0038 610-07486 3355.000 TON | 60.00000 201300.00| | HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 611-06497 15.000 EACH | 150.00000 2250.00| | MAILBOX ASSEMBLY, SINGLE | | | 0040 611-08232 30.000 EACH | 150.00000 4500.00| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0041 615-06520 1.000 EACH | 550.00000 550.00| | MONUMENT, RE-ESTABLISH | | | 0042 615-06525 2.000 EACH | 550.00000 1100.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0043 616-02320 245.000 SYS | 4.00000 980.00| | GEOTEXTILES | | | 0044 616-06405 10.000 TON | 70.00000 700.00| | RIPRAP, REVETMENT | | | 0045 621-01004 1.000 EACH | 575.00000 575.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 775.000 SYS | 2.04000 1581.00| | EROSION CONTROL BLANKET | | | 0047 621-06560 1100.000 SYS | 1.10000 1210.00| | MULCHED SEEDING, U | | | 0048 621-06570 350.000 CYS | 24.00000 8400.00| | TOP SOIL | | | 0049 715-05168 70.000 LFT | 150.00000 10500.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0050 715-05595 25.000 LFT | 150.00000 3750.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0051 715-05757 6.000 LFT | 255.00000 1530.00| | PIPE EXTENSION, CIRCULAR, 36 IN. | | | 0052 715-06696 15.000 LFT | 42.00000 630.00| | PIPE, PVC, 10 IN. | | | 0053 715-46000 24.000 EACH | 155.00000 3720.00| | PIPE END SECTION, 12 IN. | | | 0054 715-46005 8.000 EACH | 270.00000 2160.00| | PIPE END SECTION, 15 IN. | | | 0055 715-46040 1.000 EACH | 760.00000 760.00| | PIPE END SECTION, 36 IN. | | | 0056 715-90325 1.000 EACH | 265.00000 265.00| | PIPE END SECTION, 10 IN. | | | 0057 720-44000 1.000 EACH | 700.00000 700.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 720-45135 1.000 EACH | 2000.00000 2000.00| | INLET, F7, MODIFIED | | | 0059 725-06858 54.000 LFT | 280.00000 15120.00| | PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0060 801-06203 5970.000 LFT | 0.70000 4179.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0061 801-06207 3000.000 LFT | 1.30000 3900.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0062 801-06640 28.000 EACH | 140.00000 3920.00| | CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP | 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0064 801-92448 200.000 DAY | 2.00000 400.00| | CONSTRUCTION SIGNS, MOBILE | | | 0065 802-05704 200.000 LFT | 10.00000 2000.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0066 802-05705 15.000 LFT | 25.00000 375.00| | SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0067 802-91122 15.000 EACH | 200.00000 3000.00| | SIGN, GROUND MOUNTED, RESET | | | 0068 804-04435 5.000 EACH | 5.00000 25.00| | DELINEATOR POST, REMOVE | | | 0069 804-06771 20.000 EACH | 30.00000 600.00| | DELINEATOR POST, FLEXIBLE | | | 0070 804-97955 20.000 EACH | 35.00000 700.00| | DELINEATOR POST, FLEXIBLE, RESET | | | 0071 808-06713 58800.000 LFT | 0.10000 5880.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0072 808-75240 5400.000 LFT | 0.24000 1296.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0073 808-75245 25000.000 LFT | 0.24000 6000.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0074 808-75297 50.000 LFT | 10.00000 500.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 401 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,080,848.45 ROUTE : SR 4 CALL ORDER : 401 CONTRACT ID : RS-28407-A COUNTIES : ELKHART LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 808-75996 645.000 EACH | 3.80000 2451.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 645.000 EACH | 17.00000 10965.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 211-02060 12.000 CYS | 14.00000 168.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0078 306-08432 9000.000 SYS | 0.01000 90.00| | MILLING, APPROACH | | | SECTION TOTALS | $ 2,040,618.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,040,618.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,743,582.50 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28409-A COUNTIES : LAGRANGE LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,140,978.10 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,199,353.96 105.1163% 3 62-1492793 API CONSTRUCTION CORP. $ 1,451,866.75 127.2476% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,499,921.50 131.4593% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 62-1492793 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1000.00000 8000.00| 700.00000 5600.00| 1730.00000 13840.00 FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 57000.00000 57000.00| 59000.00000 59000.00| 72575.00000 72575.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 225.000 LFT | 2.00000 450.00| 2.00000 450.00| 2.00000 450.00 GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH | 200.00000 200.00| 137.49000 137.49| 910.00000 910.00 HEADWALL, REMOVE | | | 0008 202-52710 60.000 SYS | 50.00000 3000.00| 60.22000 3613.20| 13.00000 780.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93741 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 200.00000 400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 213-04324 50.000 CYS | 70.00000 3500.00| 65.00000 3250.00| 80.00000 4000.00 FLOWABLE FILL | | | 0011 301-07448 17.000 TON | 40.00000 680.00| 24.24000 412.08| 30.00000 510.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,743,582.50 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28409-A COUNTIES : LAGRANGE LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 62-1492793 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 303-01180 2300.000 TON | 19.70000 45310.00| 5.00000 11500.00| 12.00000 27600.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07490 250.000 TON | 50.00000 12500.00| 94.88000 23720.00| 140.00000 35000.00 HMA PATCHING, TYPE B | | | 0014 304-07492 17.000 TON | 80.00000 1360.00| 107.07000 1820.19| 170.00000 2890.00 WIDENING WITH HMA, TYPE A | | | 0015 306-08034 6700.000 SYS | 0.70000 4690.00| 0.80000 5360.00| 1.80000 12060.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08042 55300.000 SYS | 0.70000 38710.00| 0.44000 24332.00| 1.50000 82950.00 MILLING, SCARIFICATION/PROFILE | | | 0017 306-08043 500.000 SYS | 0.70000 350.00| 0.77000 385.00| 2.00000 1000.00 MILLING, TRANSITION | | | 0018 401-06264 LUMP | 5000.00000 5000.00| 2740.00000 2740.00| 1250.00000 1250.00 PROFILOGRAPH, HMA | | | 0020 402-07451 200.000 TON | 45.00000 9000.00| 48.25000 9650.00| 80.00000 16000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0021 406-05520 31.000 TON | 10.00000 310.00| 288.30000 8937.30| 255.00000 7905.00 ASPHALT FOR TACK COAT | | | 0022 507-07479 9000.000 TON | 38.00000 342000.00| 42.34000 381060.00| 45.00000 405000.00 HMA PARTIAL DEPTH PATCH , TYPE B | | | 0023 601-01625 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-94689 1.000 EACH | 2400.00000 2400.00| 2400.00000 2400.00| 2400.00000 2400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 225.000 LFT | 19.00000 4275.00| 19.00000 4275.00| 19.00000 4275.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 604-06070 20.000 SYS | 79.00000 1580.00| 77.89000 1557.80| 60.00000 1200.00 SIDEWALK, CONCRETE | | | 0027 604-07894 9.000 SYS | 150.00000 1350.00| 245.99000 2213.91| 120.00000 1080.00 CURB RAMP, CONCRETE, A | | | 0028 604-07897 8.000 SYS | 150.00000 1200.00| 277.84000 2222.72| 120.00000 960.00 CURB RAMP, CONCRETE, C | | | 0029 604-07898 12.000 SYS | 150.00000 1800.00| 263.89000 3166.68| 120.00000 1440.00 CURB RAMP, CONCRETE, D | | | 0030 604-07902 11.000 SYS | 150.00000 1650.00| 261.72000 2878.92| 120.00000 1320.00 CURB RAMP, CONCRETE, H | | | 0031 605-06120 20.000 LFT | 85.00000 1700.00| 28.84000 576.80| 35.00000 700.00 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,743,582.50 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28409-A COUNTIES : LAGRANGE LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 62-1492793 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 610-07486 1089.000 TON | 27.00000 29403.00| 45.00000 49005.00| 92.00000 100188.00 HMA FOR APPROACHES, TYPE A | | | 0033 611-06497 10.000 EACH | 150.00000 1500.00| 150.00000 1500.00| 150.00000 1500.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06520 12.000 EACH | 500.00000 6000.00| 335.13000 4021.56| 450.00000 5400.00 MONUMENT, RE-ESTABLISH | | | 0035 616-02320 425.000 SYS | 2.07000 879.75| 3.21000 1364.25| 3.80000 1615.00 GEOTEXTILES | | | 0036 616-06405 410.000 TON | 33.50000 13735.00| 31.77000 13025.70| 36.00000 14760.00 RIPRAP, REVETMENT | | | 0037 621-06575 35.000 SYS | 75.15000 2630.25| 75.15000 2630.25| 75.15000 2630.25 SODDING, NURSERY | | | 0038 715-01662 58.000 LFT | 69.22000 4014.76| 58.00000 3364.00| 58.00000 3364.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0039 715-05119 76.000 LFT | 185.00000 14060.00| 107.00000 8132.00| 110.00000 8360.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0040 715-05232 32.000 LFT | 290.00000 9280.00| 131.00000 4192.00| 135.00000 4320.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0041 715-08305 37.000 TON | 47.00000 1739.00| 96.29000 3562.73| 165.00000 6105.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0042 715-46005 4.000 EACH | 321.00000 1284.00| 351.96000 1407.84| 345.00000 1380.00 PIPE END SECTION, 15 IN. | | | 0043 715-46065 2.000 EACH | 438.00000 876.00| 394.60000 789.20| 385.00000 770.00 PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0044 720-04499 1.000 EACH | 815.00000 815.00| 1000.02000 1000.02| 2025.00000 2025.00 INLET, RECONSTRUCT | | | 0045 720-44000 2.000 EACH | 480.00000 960.00| 465.59000 931.18| 310.00000 620.00 CASTING, ADJUST TO GRADE | | | 0046 720-44045 1.000 EACH | 1400.00000 1400.00| 851.15000 851.15| 1245.00000 1245.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0047 720-97958 1.000 EACH | 7600.00000 7600.00| 3901.10000 3901.10| 4120.00000 4120.00 MANHOLE, K2 | | | 0048 801-06203 8600.000 LFT | 0.20000 1720.00| 0.01000 86.00| 0.23000 1978.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0049 801-06207 8600.000 LFT | 0.20000 1720.00| 0.01000 86.00| 1.10000 9460.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06640 33.000 EACH | 145.00000 4785.00| 145.00000 4785.00| 92.00000 3036.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,743,582.50 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28409-A COUNTIES : LAGRANGE LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 62-1492793 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-06775 LUMP | 28100.00000 28100.00| 47820.11000 47820.11| 79380.00000 79380.00 MAINTAINING TRAFFIC | | | 0052 801-92448 360.000 DAY | 3.00000 1080.00| 0.10000 36.00| 1.75000 630.00 CONSTRUCTION SIGNS, MOBILE | | | 0054 808-06712 4100.000 LFT | 0.10000 410.00| 0.10000 410.00| 0.12000 492.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0055 808-06713 85000.000 LFT | 0.10000 8500.00| 0.10000 8500.00| 0.12000 10200.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 65000.000 LFT | 0.10000 6500.00| 0.10000 6500.00| 0.12000 7800.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0057 808-75297 30.000 LFT | 7.50000 225.00| 7.50000 225.00| 7.50000 225.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0058 808-75996 920.000 EACH | 5.00000 4600.00| 3.34000 3072.80| 6.00000 5520.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 920.000 EACH | 17.00000 15640.00| 17.00000 15640.00| 17.75000 16330.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0060 401-07321 9900.000 TON | 42.00000 415800.00| 45.00000 445500.00| 42.50000 420750.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0061 306-08432 10334.000 SYS | 0.01000 103.34| 0.01000 103.34| 3.25000 33585.50 MILLING, APPROACH | | | 0062 203-90014 6.000 STA | 850.00000 5100.00| 524.94000 3149.64| 580.00000 3480.00 LINEAR GRADING , FOR STRUCTURE | | | 0063 808-75300 200.000 LFT | 2.50000 500.00| 2.50000 500.00| 2.50000 500.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 1,140,978.10| $ 1,199,353.96| $ 1,451,866.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,140,978.10| $ 1,199,353.96| $ 1,451,866.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 411 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,743,582.50 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28409-A COUNTIES : LAGRANGE LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1700.00000 13600.00| | FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 74000.00000 74000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 225.000 LFT | 2.00000 450.00| | GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH | 300.00000 300.00| | HEADWALL, REMOVE | | | 0008 202-52710 60.000 SYS | 5.00000 300.00| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93741 2.000 EACH | 200.00000 400.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0010 213-04324 50.000 CYS | 200.00000 10000.00| | FLOWABLE FILL | | | 0011 301-07448 17.000 TON | 55.00000 935.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-01180 2300.000 TON | 15.00000 34500.00| | COMPACTED AGGREGATE, NO. 53 | | | 0013 304-07490 250.000 TON | 60.00000 15000.00| | HMA PATCHING, TYPE B | | | 0014 304-07492 17.000 TON | 300.00000 5100.00| | WIDENING WITH HMA, TYPE A | | | 0015 306-08034 6700.000 SYS | 2.05000 13735.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08042 55300.000 SYS | 0.70000 38710.00| | MILLING, SCARIFICATION/PROFILE | | | 0017 306-08043 500.000 SYS | 6.00000 3000.00| | MILLING, TRANSITION | | | 0018 401-06264 LUMP | 10000.00000 10000.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 411 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,743,582.50 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28409-A COUNTIES : LAGRANGE LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07451 200.000 TON | 70.00000 14000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0021 406-05520 31.000 TON | 300.00000 9300.00| | ASPHALT FOR TACK COAT | | | 0022 507-07479 9000.000 TON | 51.00000 459000.00| | HMA PARTIAL DEPTH PATCH , TYPE B | | | 0023 601-01625 1.000 EACH | 1600.00000 1600.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-94689 1.000 EACH | 4500.00000 4500.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 225.000 LFT | 20.00000 4500.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 604-06070 20.000 SYS | 80.00000 1600.00| | SIDEWALK, CONCRETE | | | 0027 604-07894 9.000 SYS | 200.00000 1800.00| | CURB RAMP, CONCRETE, A | | | 0028 604-07897 8.000 SYS | 200.00000 1600.00| | CURB RAMP, CONCRETE, C | | | 0029 604-07898 12.000 SYS | 200.00000 2400.00| | CURB RAMP, CONCRETE, D | | | 0030 604-07902 11.000 SYS | 200.00000 2200.00| | CURB RAMP, CONCRETE, H | | | 0031 605-06120 20.000 LFT | 25.00000 500.00| | CURB, CONCRETE | | | 0032 610-07486 1089.000 TON | 140.00000 152460.00| | HMA FOR APPROACHES, TYPE A | | | 0033 611-06497 10.000 EACH | 155.00000 1550.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06520 12.000 EACH | 500.00000 6000.00| | MONUMENT, RE-ESTABLISH | | | 0035 616-02320 425.000 SYS | 6.00000 2550.00| | GEOTEXTILES | | | 0036 616-06405 410.000 TON | 25.00000 10250.00| | RIPRAP, REVETMENT | | | 0037 621-06575 35.000 SYS | 76.00000 2660.00| | SODDING, NURSERY | | | 0038 715-01662 58.000 LFT | 60.00000 3480.00| | PIPE CLEANING, 12 IN TO 48 IN DIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 411 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,743,582.50 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28409-A COUNTIES : LAGRANGE LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 715-05119 76.000 LFT | 66.00000 5016.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0040 715-05232 32.000 LFT | 88.00000 2816.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0041 715-08305 37.000 TON | 250.00000 9250.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0042 715-46005 4.000 EACH | 1000.00000 4000.00| | PIPE END SECTION, 15 IN. | | | 0043 715-46065 2.000 EACH | 1000.00000 2000.00| | PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0044 720-04499 1.000 EACH | 2500.00000 2500.00| | INLET, RECONSTRUCT | | | 0045 720-44000 2.000 EACH | 250.00000 500.00| | CASTING, ADJUST TO GRADE | | | 0046 720-44045 1.000 EACH | 650.00000 650.00| | CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0047 720-97958 1.000 EACH | 6000.00000 6000.00| | MANHOLE, K2 | | | 0048 801-06203 8600.000 LFT | 0.25000 2150.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0049 801-06207 8600.000 LFT | 0.75000 6450.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06640 33.000 EACH | 100.00000 3300.00| | CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP | 62700.00000 62700.00| | MAINTAINING TRAFFIC | | | 0052 801-92448 360.000 DAY | 2.00000 720.00| | CONSTRUCTION SIGNS, MOBILE | | | 0054 808-06712 4100.000 LFT | 0.13000 533.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0055 808-06713 85000.000 LFT | 0.13000 11050.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 65000.000 LFT | 0.13000 8450.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0057 808-75297 30.000 LFT | 7.50000 225.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/05 PAGE : 411 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,743,582.50 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28409-A COUNTIES : LAGRANGE LETTING DATE : 11/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 808-75996 920.000 EACH | 2.50000 2300.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 920.000 EACH | 20.00000 18400.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0060 401-07321 9900.000 TON | 42.00000 415800.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0061 306-08432 10334.000 SYS | 2.75000 28418.50| | MILLING, APPROACH | | | 0062 203-90014 6.000 STA | 700.00000 4200.00| | LINEAR GRADING , FOR STRUCTURE | | | 0063 808-75300 200.000 LFT | 2.55000 510.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 1,499,921.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,499,921.50| $ 0.00| $ ====================================================================================================================================