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 9