INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,678,539.44 ROUTE : US 50 CALL ORDER : 151 CONTRACT ID : R -25255-A COUNTIES : JENNINGS LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 1,274,000.00 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,387,335.09 108.8960% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,679,000.00 131.7896% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 35-2040801 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP | 14500.00000 14500.00| 16600.00000 16600.00| 29000.00000 29000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1530.00000 13770.00| 1520.00000 13680.00| 1300.00000 11700.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 55000.00000 55000.00| 70000.00000 70000.00| 83900.00000 83900.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 19000.00000 19000.00| 6714.00000 6714.00| 65000.00000 65000.00 CLEARING RIGHT OF WAY | | | 0007 202-01405 20.000 m3 | 197.00000 3940.00| 169.00000 3380.00| 500.00000 10000.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0008 202-01406 10.000 EACH | 113.00000 1130.00| 45.00000 450.00| 500.00000 5000.00 SAMPLING AND TESTING ANALYSIS | | | 0009 202-02240 7560.000 m2 | 4.50000 34020.00| 8.04000 60782.40| 9.00000 68040.00 PAVEMENT REMOVAL | | | 0010 202-03000 LUMP | 1200.00000 1200.00| 6180.00000 6180.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0011 202-74035 10.000 EACH | 50.00000 500.00| 67.52000 675.20| 40.00000 400.00 SIGN, REMOVE | | | 0012 202-93741 1.000 EACH | 375.00000 375.00| 310.00000 310.00| 400.00000 400.00 GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,678,539.44 ROUTE : US 50 CALL ORDER : 151 CONTRACT ID : R -25255-A COUNTIES : JENNINGS LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 35-2040801 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-99187 253.000 m | 10.00000 2530.00| 7.55000 1910.15| 5.00000 1265.00 FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 21281.000 m3 | 12.00000 255372.00| 11.89000 253031.09| 14.00000 297934.00 EXCAVATION, COMMON | | | 0015 203-02010 100.000 m3 | 28.00000 2800.00| 135.00000 13500.00| 90.00000 9000.00 EXCAVATION, ROCK | | | 0016 203-02070 100.000 m3 | 25.00000 2500.00| 16.85000 1685.00| 40.00000 4000.00 BORROW | | | 0017 205-06932 100.000 m | 10.50000 1050.00| 16.09000 1609.00| 10.00000 1000.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 12.000 EACH | 75.00000 900.00| 56.00000 672.00| 70.00000 840.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06937 400.000 m | 5.00000 2000.00| 4.90000 1960.00| 4.90000 1960.00 TEMPORARY SILT FENCE | | | 0021 211-07454 218.000 m3 | 35.45000 7728.10| 35.00000 7630.00| 44.00000 9592.00 STRUCTURE BACKFILL | | | 0022 213-52830 35.000 m3 | 95.00000 3325.00| 85.00000 2975.00| 65.00000 2275.00 FLOWABLE MORTAR | | | 0023 301-07448 3872.000 Mg | 15.34000 59396.48| 16.40000 63500.80| 19.00000 73568.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 306-08033 3334.000 m2 | 2.32000 7734.88| 2.00000 6668.00| 3.00000 10002.00 MILLING, ASPHALT, 25 mm | | | 0025 401-06264 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0026 401-07334 1150.000 Mg | 47.75000 54912.50| 50.00000 57500.00| 48.00000 55200.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0027 401-07403 2128.000 Mg | 36.00000 76608.00| 36.00000 76608.00| 47.00000 100016.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0028 401-07424 3137.000 Mg | 31.00000 97247.00| 36.00000 112932.00| 39.00000 122343.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0029 401-07429 1150.000 Mg | 41.00000 47150.00| 42.00000 48300.00| 38.00000 43700.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0030 402-07432 647.000 Mg | 46.00000 29762.00| 47.00000 30409.00| 55.00000 35585.00 HMA SURFACE, TYPE A | | | 0031 402-07435 673.000 Mg | 41.00000 27593.00| 41.00000 27593.00| 53.00000 35669.00 HMA INTERMEDIATE, TYPE A | | | 0032 402-07440 1292.000 Mg | 36.00000 46512.00| 37.00000 47804.00| 42.00000 54264.00 HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,678,539.44 ROUTE : US 50 CALL ORDER : 151 CONTRACT ID : R -25255-A COUNTIES : JENNINGS LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 35-2040801 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 405-05517 21.000 Mg | 275.00000 5775.00| 0.01000 0.21| 326.00000 6846.00 ASPHALT FOR PRIME COAT | | | 0034 406-05520 12.000 Mg | 200.00000 2400.00| 200.00000 2400.00| 190.00000 2280.00 ASPHALT FOR TACK COAT | | | 0035 601-04756 1.000 EACH | 7500.00000 7500.00| 500.00000 500.00| 7900.00000 7900.00 ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0036 601-06035 30.000 m | 36.00000 1080.00| 28.00000 840.00| 70.00000 2100.00 GUARDRAIL, RESET | | | 0037 601-07024 2.000 EACH | 5995.00000 11990.00| 5975.00000 11950.00| 5600.00000 11200.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0038 601-94689 1.000 EACH | 2280.00000 2280.00| 2200.00000 2200.00| 3600.00000 3600.00 GUARDRAIL END TREATMENT, OS | | | 0039 603-06040 253.000 m | 31.00000 7843.00| 25.50000 6451.50| 20.00000 5060.00 FENCE, FARM FIELD, 1190 mm | | | 0040 603-06060 30.000 m | 11.00000 330.00| 41.00000 1230.00| 20.00000 600.00 FENCE, FARM FIELD, RESET | | | 0041 610-07486 250.000 Mg | 78.50000 19625.00| 80.00000 20000.00| 75.00000 18750.00 HMA FOR APPROACHES, TYPE A | | | 0042 611-95023 15.000 EACH | 135.00000 2025.00| 198.00000 2970.00| 200.00000 3000.00 MAILBOX ASSEMBLY, RESET | | | 0043 615-06490 17.000 EACH | 119.00000 2023.00| 104.00000 1768.00| 150.00000 2550.00 RIGHT OF WAY MARKER | | | 0044 615-06505 10.000 EACH | 595.00000 5950.00| 515.00000 5150.00| 550.00000 5500.00 MONUMENT, B | | | 0045 615-06527 1.000 EACH | 750.00000 750.00| 495.00000 495.00| 425.00000 425.00 MONUMENT, SECTION CORNER | | | 0046 616-02320 1874.000 m2 | 1.77000 3316.98| 1.71000 3204.54| 2.00000 3748.00 GEOTEXTILES | | | 0047 616-06451 647.000 Mg | 25.12000 16252.64| 22.79000 14745.13| 33.00000 21351.00 RIPRAP, UNIFORM | | | 0048 621-01004 2.000 EACH | 615.00000 1230.00| 615.00000 1230.00| 615.00000 1230.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02363 2000.000 m2 | 1.00000 2000.00| 0.38000 760.00| 0.38000 760.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0050 621-02770 6480.000 m2 | 1.50000 9720.00| 1.50000 9720.00| 1.50000 9720.00 EROSION CONTROL BLANKET | | | 0051 621-06560 6500.000 m2 | 1.00000 6500.00| 0.36000 2340.00| 0.36000 2340.00 MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,678,539.44 ROUTE : US 50 CALL ORDER : 151 CONTRACT ID : R -25255-A COUNTIES : JENNINGS LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 35-2040801 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 621-06574 39.000 m2 | 4.00000 156.00| 3.23000 125.97| 3.23000 125.97 SODDING | | | 0053 621-06575 1210.000 m2 | 4.00000 4840.00| 3.23000 3908.30| 3.23000 3908.30 SODDING, NURSERY | | | 0054 715-02628 12.000 EACH | 283.00000 3396.00| 632.00000 7584.00| 415.00000 4980.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0055 715-02629 14.000 EACH | 418.00000 5852.00| 686.00000 9604.00| 700.00000 9800.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0056 715-04588 8.000 EACH | 306.00000 2448.00| 406.00000 3248.00| 500.00000 4000.00 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.10 m2 | | | 0057 715-05048 1494.000 m | 11.21000 16747.74| 17.58000 26264.52| 16.60000 24800.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0058 715-05119 22.000 m | 97.00000 2134.00| 194.00000 4268.00| 140.00000 3080.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0059 715-05121 40.000 m | 121.00000 4840.00| 146.00000 5840.00| 146.00000 5840.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0060 715-05169 66.000 m | 97.00000 6402.00| 141.00000 9306.00| 132.00000 8712.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05171 98.000 m | 121.00000 11858.00| 133.00000 13034.00| 146.00000 14308.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0062 715-05361 49.000 m | 115.00000 5635.00| 130.00000 6370.00| 170.00000 8330.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0063 715-91361 277.000 m | 39.00000 10803.00| 66.00000 18282.00| 50.00000 13850.00 PIPE, PVC, 150 mm , OUTLET PIPE | | | 0064 718-06531 10.000 EACH | 300.00000 3000.00| 475.00000 4750.00| 280.00000 2800.00 OUTLET PROTECTOR, 3 | | | 0065 718-52610 344.000 m3 | 42.96000 14778.24| 44.30000 15239.20| 38.00000 13072.00 AGGREGATE FOR UNDERDRAINS | | | 0066 720-99303 12.000 EACH | 350.00000 4200.00| 191.00000 2292.00| 94.00000 1128.00 CLEANOUT PROTECTORS | | | 0067 801-01093 4.000 EACH | 1700.00000 6800.00| 1200.00000 4800.00| 1680.00000 6720.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0068 801-03290 5.000 EACH | 200.00000 1000.00| 300.00000 1500.00| 200.00000 1000.00 CONSTRUCTION SIGN, C | | | 0069 801-04308 2.000 EACH | 180.00000 360.00| 250.00000 500.00| 180.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,678,539.44 ROUTE : US 50 CALL ORDER : 151 CONTRACT ID : R -25255-A COUNTIES : JENNINGS LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 35-2040801 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 801-06203 8318.000 m | 0.45000 3743.10| 0.40000 3327.20| 1.15000 9565.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0071 801-06207 400.000 m | 2.80000 1120.00| 2.80000 1120.00| 3.00000 1200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0072 801-06640 42.000 EACH | 115.00000 4830.00| 84.00000 3528.00| 110.00000 4620.00 CONSTRUCTION SIGN, A | | | 0073 801-06645 4.000 EACH | 32.00000 128.00| 50.00000 200.00| 30.00000 120.00 CONSTRUCTION SIGN, B | | | 0074 801-06775 LUMP | 48941.24000 48941.24| 36000.00000 36000.00| 40365.53000 40365.53 MAINTAINING TRAFFIC | | | 0075 801-07118 6.000 m | 38.00000 228.00| 25.00000 150.00| 35.50000 213.00 BARRICADE, III-A | | | 0076 801-08389 340.000 m | 44.00000 14960.00| 65.86000 22392.40| 100.00000 34000.00 TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0077 802-02158 1.000 EACH | 150.00000 150.00| 600.00000 600.00| 150.00000 150.00 SIGN, PANEL, REMOVE AND REINSTALL | | | 0078 802-76025 1.000 m2 | 115.00000 115.00| 162.00000 162.00| 115.00000 115.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0079 802-91122 10.000 EACH | 165.00000 1650.00| 116.00000 1160.00| 165.00000 1650.00 SIGN, GROUND MOUNTED, RESET | | | 0080 804-06771 10.000 EACH | 25.00000 250.00| 24.00000 240.00| 25.00000 250.00 DELINEATOR POST, FLEXIBLE | | | 0081 808-06703 2811.000 m | 1.00000 2811.00| 0.90000 2529.90| 1.00000 2811.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0082 808-06716 2919.000 m | 1.00000 2919.00| 0.74000 2160.06| 1.00000 2919.00 LINE, REMOVE | | | 0083 808-75245 1500.000 m | 1.00000 1500.00| 0.90000 1350.00| 1.00000 1500.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0084 808-75297 26.000 m | 10.00000 260.00| 11.00000 286.00| 10.00000 260.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0085 808-75320 12.000 EACH | 60.00000 720.00| 62.00000 744.00| 55.00000 660.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0086 808-75325 6.000 EACH | 75.00000 450.00| 90.00000 540.00| 70.00000 420.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,678,539.44 ROUTE : US 50 CALL ORDER : 151 CONTRACT ID : R -25255-A COUNTIES : JENNINGS LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 35-2040801 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 808-75996 80.000 EACH | 5.00000 400.00| 5.52000 441.60| 9.20000 736.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0088 808-75998 157.000 EACH | 23.00000 3611.00| 21.50000 3375.50| 21.00000 3297.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0089 808-92027 554.000 m | 3.25000 1800.50| 2.40000 1329.60| 3.00000 1662.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0090 808-99176 100.000 m | 10.00000 1000.00| 11.00000 1100.00| 10.00000 1000.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | 0092 207-08263 16592.000 m2 | 4.80000 79641.60| 5.46000 90592.32| 4.80000 79641.60 SUBGRADE TREATMENT, TYPE IA | | | 0093 306-08043 270.000 m2 | 6.00000 1620.00| 6.92000 1868.40| 17.45000 4711.50 MILLING, TRANSITION | | | 0094 805-96014 12490.000 m | 1.00000 12490.00| 3.69000 46088.10| 8.20000 102418.00 SAW CUT, FULL DEPTH | | | 0095 802-05701 7.000 m | 59.00000 413.00| 37.00000 259.00| 55.00000 385.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0096 202-02241 20.000 m | 13.00000 260.00| 20.00000 400.00| 10.00000 200.00 GUARDRAIL, REMOVE | | | 0097 601-05071 1.000 EACH | 2100.00000 2100.00| 1960.00000 1960.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0098 601-99105 10.000 m | 49.00000 490.00| 50.00000 500.00| 100.00000 1000.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | SECTION TOTALS | $ 1,274,000.00| $ 1,387,335.09| $ 1,679,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,274,000.00| $ 1,387,335.09| $ 1,679,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 55 CALL ORDER : 161 CONTRACT ID : R -26338-A COUNTIES : NEWTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 849,341.89 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 865,698.76 101.9258% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 922,423.71 108.6045% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,015.53 ROUTE : US 27 CALL ORDER : 171 CONTRACT ID : R -26769-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1556319 JUTTE EXCAVATING, INC. $ 520,769.38 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 647,563.95 124.3475% 3 35-1609544 SCHUTT-LOOKABILL CO $ 662,384.88 127.1935% 4 90-0177865 HIS CONSTRUCTORS LLC $ 688,227.00 132.1558% 5 35-1058755 BAKER & SCHULTZ, INC. $ 735,940.40 141.3179% ==================================================================================================================================== |( 1 ) 34-1556319 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |JUTTE EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 9400.00000 9400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1200.00000 7200.00| 1000.00000 6000.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 10000.00000 10000.00| 32250.00000 32250.00| 33100.00000 33100.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 750.00000 750.00| 19250.00000 19250.00| 1200.00000 1200.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 534.000 SYS | 10.00000 5340.00| 10.00000 5340.00| 10.00000 5340.00 PAVEMENT REMOVAL | | | 0008 202-51330 LUMP | 6000.00000 6000.00| 17500.00000 17500.00| 27114.00000 27114.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-51330 LUMP | 10000.00000 10000.00| 17500.00000 17500.00| 19714.00000 19714.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 202-74035 11.000 EACH | 20.00000 220.00| 50.00000 550.00| 56.00000 616.00 SIGN, REMOVE | | | 0011 203-02000 2433.000 CYS | 7.50000 18247.50| 13.00000 31629.00| 10.00000 24330.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,015.53 ROUTE : US 27 CALL ORDER : 171 CONTRACT ID : R -26769-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1556319 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |JUTTE EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06932 780.000 LFT | 5.90000 4602.00| 6.00000 4680.00| 6.70000 5226.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 25.000 LFT | 25.35000 633.75| 5.00000 125.00| 28.65000 716.25 TEMPORARY SILT FENCE | | | 0014 207-08263 4620.000 SYS | 5.60000 25872.00| 5.80000 26796.00| 6.33000 29244.60 SUBGRADE TREATMENT, TYPE IA | | | 0015 211-07454 512.000 CYS | 20.00000 10240.00| 32.00000 16384.00| 27.00000 13824.00 STRUCTURE BACKFILL | | | 0016 213-08058 228.000 CYS | 60.00000 13680.00| 95.00000 21660.00| 78.29000 17850.12 FLOWABLE BACKFILL | | | 0017 301-07448 2955.000 TON | 14.00000 41370.00| 20.00000 59100.00| 16.72000 49407.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08043 480.000 SYS | 6.00000 2880.00| 6.00000 2880.00| 6.89000 3307.20 MILLING, TRANSITION | | | 0019 402-07433 298.000 TON | 47.89000 14271.22| 51.00000 15198.00| 54.00000 16092.00 HMA SURFACE, TYPE B | | | 0020 402-07434 112.000 TON | 53.37000 5977.44| 56.50000 6328.00| 60.30000 6753.60 HMA SURFACE, TYPE C | | | 0021 402-07438 892.000 TON | 41.65000 37151.80| 46.00000 41032.00| 47.00000 41924.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07439 74.000 TON | 47.66000 3526.84| 50.00000 3700.00| 53.85000 3984.90 HMA INTERMEDIATE, TYPE C | | | 0023 402-07442 376.000 TON | 43.86000 16491.36| 47.50000 17860.00| 50.00000 18800.00 HMA BASE, TYPE C | | | 0024 404-05511 3600.000 SYS | 2.66000 9576.00| 2.75000 9900.00| 3.00000 10800.00 SEAL COAT, 2 | | | 0025 405-05517 8.000 TON | 1.00000 8.00| 1.00000 8.00| 1.10000 8.80 ASPHALT FOR PRIME COAT | | | 0026 406-05520 2.000 TON | 220.00000 440.00| 225.00000 450.00| 250.00000 500.00 ASPHALT FOR TACK COAT | | | 0027 601-04746 4.000 EACH | 2200.00000 8800.00| 4250.00000 17000.00| 4972.00000 19888.00 ENERGY ABSORBING TERMINAL, CZ | | | 0028 602-06639 1454.000 LFT | 9.00000 13086.00| 16.50000 23991.00| 20.00000 29080.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 610-07486 14.000 TON | 70.00000 980.00| 75.00000 1050.00| 79.00000 1106.00 HMA FOR APPROACHES, TYPE A | | | 0030 615-06490 23.000 EACH | 100.00000 2300.00| 110.00000 2530.00| 180.00000 4140.00 RIGHT OF WAY MARKER | | | 0031 616-02320 255.000 SYS | 1.50000 382.50| 3.10000 790.50| 2.00000 510.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,015.53 ROUTE : US 27 CALL ORDER : 171 CONTRACT ID : R -26769-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1556319 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |JUTTE EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 616-06405 68.000 TON | 20.00000 1360.00| 22.50000 1530.00| 35.00000 2380.00 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH | 625.00000 1250.00| 650.00000 1300.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01597 95.000 SYS | 5.05000 479.75| 5.50000 522.50| 5.70000 541.50 EROSION CONTROL, MAT | | | 0035 621-06545 2.000 TON | 605.00000 1210.00| 625.00000 1250.00| 684.00000 1368.00 FERTILIZER | | | 0036 621-06553 235.000 LBS | 3.25000 763.75| 3.50000 822.50| 3.67000 862.45 SEED MIXTURE, R | | | 0037 621-06555 97.000 LBS | 8.40000 814.80| 8.75000 848.75| 9.50000 921.50 SEED MIXTURE, P | | | 0038 621-06565 3.000 TON | 471.00000 1413.00| 500.00000 1500.00| 532.00000 1596.00 MULCHING MATERIAL | | | 0039 621-06567 8.000 MG | 2.50000 20.00| 2.50000 20.00| 3.00000 24.00 WATER | | | 0040 621-06574 2068.000 SYS | 3.64000 7527.52| 3.90000 8065.20| 4.11000 8499.48 SODDING | | | 0041 621-52448 8.000 EACH | 25.00000 200.00| 26.00000 208.00| 23.00000 184.00 SIGN, DO NOT SPRAY | | | 0042 622-98200 8.000 EACH | 25.00000 200.00| 26.00000 208.00| 23.00000 184.00 SIGN, DO NOT DISTURB | | | 0043 714-06660 96.000 SYS | 110.52000 10609.92| 475.00000 45600.00| 475.00000 45600.00 WINGWALL | | | 0044 714-26717 70.000 LFT | 1252.86000 87700.20| 800.00000 56000.00| 895.00000 62650.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 5 FT. | | | 0045 714-26718 93.000 LFT | 1060.15000 98593.95| 825.00000 76725.00| 948.50000 88210.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | 0046 715-05048 200.000 LFT | 2.00000 400.00| 7.50000 1500.00| 10.00000 2000.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0047 715-05049 200.000 LFT | 3.00000 600.00| 12.00000 2400.00| 12.00000 2400.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0048 715-05051 200.000 LFT | 5.00000 1000.00| 15.00000 3000.00| 14.00000 2800.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0049 715-05171 102.000 LFT | 20.00000 2040.00| 27.50000 2805.00| 26.46000 2698.92 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,015.53 ROUTE : US 27 CALL ORDER : 171 CONTRACT ID : R -26769-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1556319 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |JUTTE EXCAVATING, INC. |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 715-46010 6.000 EACH | 125.00000 750.00| 250.00000 1500.00| 244.00000 1464.00 PIPE END SECTION, 18 IN. | | | 0051 801-06203 9810.000 LFT | 0.25000 2452.50| 0.25000 2452.50| 0.25000 2452.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06640 36.000 EACH | 99.00000 3564.00| 100.00000 3600.00| 113.00000 4068.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 8.000 EACH | 18.00000 144.00| 40.00000 320.00| 34.00000 272.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP | 13500.00000 13500.00| 20000.00000 20000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0055 801-07119 96.000 LFT | 5.20000 499.20| 12.00000 1152.00| 10.00000 960.00 BARRICADE, III-B | | | 0056 802-05701 31.000 LFT | 9.20000 285.20| 25.00000 775.00| 17.00000 527.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-99045 3.000 EACH | 187.50000 562.50| 100.00000 300.00| 79.00000 237.00 SIGN REMOUNTING | | | 0058 808-06703 3800.000 LFT | 0.65000 2470.00| 0.50000 1900.00| 0.56000 2128.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0059 808-06716 2476.000 LFT | 0.78000 1931.28| 0.50000 1238.00| 0.40000 990.40 LINE, REMOVE | | | 0060 808-75240 476.000 LFT | 0.65000 309.40| 0.50000 238.00| 0.56000 266.56 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75245 1800.000 LFT | 0.65000 1170.00| 0.50000 900.00| 0.56000 1008.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0062 808-75998 48.000 EACH | 40.00000 1920.00| 50.00000 2400.00| 56.50000 2712.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 520,769.38| $ 647,563.95| $ 662,384.88 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 520,769.38| $ 647,563.95| $ 662,384.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,015.53 ROUTE : US 27 CALL ORDER : 171 CONTRACT ID : R -26769-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1058755 |( ) |HIS CONSTRUCTORS LLC |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 9084.00000 9084.00| 8300.00000 8300.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 2200.00000 13200.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 25000.65000 25000.65| 36000.00000 36000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 3000.00000 3000.00| 4400.00000 4400.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 534.000 SYS | 15.75000 8410.50| 8.00000 4272.00| PAVEMENT REMOVAL | | | 0008 202-51330 LUMP | 7007.82000 7007.82| 72500.00000 72500.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-51330 LUMP | 9437.69000 9437.69| 77300.00000 77300.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 202-74035 11.000 EACH | 108.71000 1195.81| 50.00000 550.00| SIGN, REMOVE | | | 0011 203-02000 2433.000 CYS | 18.55000 45132.15| 14.00000 34062.00| EXCAVATION, COMMON | | | 0012 205-06932 780.000 LFT | 6.46000 5038.80| 6.00000 4680.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 25.000 LFT | 27.76000 694.00| 26.00000 650.00| TEMPORARY SILT FENCE | | | 0014 207-08263 4620.000 SYS | 6.73000 31092.60| 13.00000 60060.00| SUBGRADE TREATMENT, TYPE IA | | | 0015 211-07454 512.000 CYS | 37.01000 18949.12| 20.00000 10240.00| STRUCTURE BACKFILL | | | 0016 213-08058 228.000 CYS | 74.64000 17017.92| 90.00000 20520.00| FLOWABLE BACKFILL | | | 0017 301-07448 2955.000 TON | 19.93000 58893.15| 16.00000 47280.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08043 480.000 SYS | 3.36000 1612.80| 12.00000 5760.00| MILLING, TRANSITION | | | 0019 402-07433 298.000 TON | 52.43000 15624.14| 48.00000 14304.00| HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,015.53 ROUTE : US 27 CALL ORDER : 171 CONTRACT ID : R -26769-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1058755 |( ) |HIS CONSTRUCTORS LLC |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07434 112.000 TON | 58.43000 6544.16| 54.00000 6048.00| HMA SURFACE, TYPE C | | | 0021 402-07438 892.000 TON | 45.60000 40675.20| 42.00000 37464.00| HMA INTERMEDIATE, TYPE B | | | 0022 402-07439 74.000 TON | 52.18000 3861.32| 48.00000 3552.00| HMA INTERMEDIATE, TYPE C | | | 0023 402-07442 376.000 TON | 48.02000 18055.52| 44.00000 16544.00| HMA BASE, TYPE C | | | 0024 404-05511 3600.000 SYS | 2.91000 10476.00| 2.80000 10080.00| SEAL COAT, 2 | | | 0025 405-05517 8.000 TON | 1.10000 8.80| 1.00000 8.00| ASPHALT FOR PRIME COAT | | | 0026 406-05520 2.000 TON | 240.88000 481.76| 220.00000 440.00| ASPHALT FOR TACK COAT | | | 0027 601-04746 4.000 EACH | 4817.50000 19270.00| 4500.00000 18000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0028 602-06639 1454.000 LFT | 37.51000 54539.54| 32.00000 46528.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 610-07486 14.000 TON | 76.64000 1072.96| 72.00000 1008.00| HMA FOR APPROACHES, TYPE A | | | 0030 615-06490 23.000 EACH | 175.18000 4029.14| 170.00000 3910.00| RIGHT OF WAY MARKER | | | 0031 616-02320 255.000 SYS | 1.78000 453.90| 2.30000 586.50| GEOTEXTILES | | | 0032 616-06405 68.000 TON | 41.67000 2833.56| 19.00000 1292.00| RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH | 684.31000 1368.62| 625.00000 1250.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01597 95.000 SYS | 5.53000 525.35| 5.05000 479.75| EROSION CONTROL, MAT | | | 0035 621-06545 2.000 TON | 662.41000 1324.82| 605.00000 1210.00| FERTILIZER | | | 0036 621-06553 235.000 LBS | 3.56000 836.60| 3.25000 763.75| SEED MIXTURE, R | | | 0037 621-06555 97.000 LBS | 9.20000 892.40| 8.40000 814.80| SEED MIXTURE, P | | | 0038 621-06565 3.000 TON | 515.69000 1547.07| 471.00000 1413.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,015.53 ROUTE : US 27 CALL ORDER : 171 CONTRACT ID : R -26769-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1058755 |( ) |HIS CONSTRUCTORS LLC |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06567 8.000 MG | 2.74000 21.92| 2.50000 20.00| WATER | | | 0040 621-06574 2068.000 SYS | 3.99000 8251.32| 3.64000 7527.52| SODDING | | | 0041 621-52448 8.000 EACH | 27.37000 218.96| 25.00000 200.00| SIGN, DO NOT SPRAY | | | 0042 622-98200 8.000 EACH | 27.37000 218.96| 25.00000 200.00| SIGN, DO NOT DISTURB | | | 0043 714-06660 96.000 SYS | 441.04000 42339.84| 326.00000 31296.00| WINGWALL | | | 0044 714-26717 70.000 LFT | 836.17000 58531.90| 620.00000 43400.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 5 FT. | | | 0045 714-26718 93.000 LFT | 808.40000 75181.20| 620.00000 57660.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | 0046 715-05048 200.000 LFT | 6.50000 1300.00| 7.00000 1400.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0047 715-05049 200.000 LFT | 7.75000 1550.00| 9.00000 1800.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0048 715-05051 200.000 LFT | 8.50000 1700.00| 11.00000 2200.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0049 715-05171 102.000 LFT | 34.27000 3495.54| 27.00000 2754.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0050 715-46010 6.000 EACH | 460.10000 2760.60| 200.50000 1203.00| PIPE END SECTION, 18 IN. | | | 0051 801-06203 9810.000 LFT | 0.27000 2648.70| 0.25000 2452.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06640 36.000 EACH | 108.39000 3902.04| 99.00000 3564.00| CONSTRUCTION SIGN, A | | | 0053 801-06645 8.000 EACH | 19.71000 157.68| 18.00000 144.00| CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP | 37963.23000 37963.23| 5500.00000 5500.00| MAINTAINING TRAFFIC | | | 0055 801-07119 96.000 LFT | 5.69000 546.24| 5.20000 499.20| BARRICADE, III-B | | | 0056 802-05701 31.000 LFT | 10.07000 312.17| 9.20000 285.20| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,015.53 ROUTE : US 27 CALL ORDER : 171 CONTRACT ID : R -26769-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1058755 |( ) |HIS CONSTRUCTORS LLC |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 802-99045 3.000 EACH | 205.29000 615.87| 187.50000 562.50| SIGN REMOUNTING | | | 0058 808-06703 3800.000 LFT | 0.71000 2698.00| 0.65000 2470.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0059 808-06716 2476.000 LFT | 0.85000 2104.60| 0.78000 1931.28| LINE, REMOVE | | | 0060 808-75240 476.000 LFT | 0.71000 337.96| 0.65000 309.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75245 1800.000 LFT | 0.71000 1278.00| 0.65000 1170.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0062 808-75998 48.000 EACH | 43.80000 2102.40| 40.00000 1920.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 688,227.00| $ 735,940.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 688,227.00| $ 735,940.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 181 CONTRACT ID : R -27439-B COUNTIES : DAVIESS LETTING DATE : 06/01/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 691,847.90 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 796,241.80 115.0891% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,598.16 ROUTE : SR 15 CALL ORDER : 191 CONTRACT ID : R -27793-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 348,147.99 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 514,253.65 147.7112% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1817530 |( ) |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 7813.23000 7813.23| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1500.00000 7500.00| 1500.00000 7500.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 17407.39000 17407.39| 21500.00000 21500.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8703.69000 8703.69| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0007 202-02189 4.000 EACH | 143.50000 574.00| 428.00000 1712.00| BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0008 202-02240 478.000 SYS | 17.50000 8365.00| 12.00000 5736.00| PAVEMENT REMOVAL | | | 0009 202-51330 LUMP | 41293.23000 41293.23| 98000.00000 98000.00| PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 800.000 CYS | 10.50000 8400.00| 26.00000 20800.00| EXCAVATION, COMMON | | | 0011 203-02020 669.000 CYS | 11.00000 7359.00| 15.00000 10035.00| EXCAVATION, UNCLASSIFIED , FOR SUBGRADE | | | TREATMENT | | | 0012 203-51223 60.000 CYS | 18.50000 1110.00| 30.00000 1800.00| EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,598.16 ROUTE : SR 15 CALL ORDER : 191 CONTRACT ID : R -27793-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1817530 |( ) |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06931 9.800 TON | 52.00000 509.60| 80.00000 784.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06937 52.000 LFT | 13.00000 676.00| 8.40000 436.80| TEMPORARY SILT FENCE | | | 0016 211-07454 411.000 CYS | 24.00000 9864.00| 48.00000 19728.00| STRUCTURE BACKFILL | | | 0017 301-07448 33.000 TON | 36.00000 1188.00| 20.00000 660.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 377.000 TON | 32.00000 12064.00| 25.00000 9425.00| COMPACTED AGGREGATE, NO. 53 , FOR | | | SHOULDER | | | 0019 306-08034 384.000 SYS | 8.00000 3072.00| 8.00000 3072.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0020 402-07433 115.600 TON | 54.00000 6242.40| 54.00000 6242.40| HMA SURFACE, TYPE B | | | 0021 402-07438 139.000 TON | 47.00000 6533.00| 47.00000 6533.00| HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 525.000 TON | 40.00000 21000.00| 40.00000 21000.00| HMA BASE, TYPE B | | | 0023 404-05511 675.000 SYS | 10.00000 6750.00| 2.00000 1350.00| SEAL COAT, 2 | | | 0024 406-05521 384.000 SYS | 0.15000 57.60| 0.15000 57.60| ASPHALT FOR TACK COAT | | | 0026 601-06854 2.000 EACH | 2300.00000 4600.00| 2300.00000 4600.00| GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 4.000 EACH | 2600.00000 10400.00| 2600.00000 10400.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 150.000 LFT | 20.00000 3000.00| 20.00000 3000.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 615-06505 2.000 EACH | 600.00000 1200.00| 426.00000 852.00| MONUMENT, B | | | 0030 616-02320 335.000 SYS | 3.00000 1005.00| 3.00000 1005.00| GEOTEXTILES | | | 0031 616-06405 269.000 TON | 21.00000 5649.00| 26.00000 6994.00| RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH | 225.00000 225.00| 225.00000 225.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06575 1390.000 SYS | 3.25000 4517.50| 3.25000 4517.50| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 540,598.16 ROUTE : SR 15 CALL ORDER : 191 CONTRACT ID : R -27793-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1817530 |( ) |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 622-52436 4.000 EACH | 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT MOW OR SPRAY | | | 0035 701-01849 796.000 LFT | 39.00000 31044.00| 50.00000 39800.00| PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0036 702-51005 60.000 CYS | 280.00000 16800.00| 450.00000 27000.00| CONCRETE, A, SUBSTRUCTURE | | | 0037 702-94139 44.000 CYS | 435.00000 19140.00| 730.00000 32120.00| CONCRETE, A, ABOVE FOOTINGS | | | 0038 703-06029 14440.000 LBS | 1.00000 14440.00| 1.50000 21660.00| REINFORCING BARS, EPOXY COATED | | | 0039 714-26722 54.000 LFT | 800.00000 43200.00| 1750.00000 94500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 8 FT. | | | 0040 801-04308 13.000 EACH | 98.00000 1274.00| 98.00000 1274.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06624 8.000 EACH | 82.00000 656.00| 52.00000 416.00| STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0042 801-06625 35.000 EACH | 68.00000 2380.00| 68.00000 2380.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0043 808-06703 2190.000 LFT | 0.21000 459.90| 0.21000 459.90| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0044 808-75240 1095.000 LFT | 0.36000 394.20| 0.36000 394.20| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0045 808-75245 585.000 LFT | 0.25000 146.25| 0.25000 146.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0046 207-08263 1003.000 SYS | 11.00000 11033.00| 12.00000 12036.00| SUBGRADE TREATMENT, TYPE IA | | | SECTION TOTALS | $ 348,147.99| $ 514,253.65| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 348,147.99| $ 514,253.65| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,634.30 ROUTE : SR 218 CALL ORDER : 201 CONTRACT ID : R -27924-A COUNTIES : MIAMI LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1438272 DAVES EXCAVATING, INC. $ 280,686.35 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 294,615.48 104.9625% 3 84-1656426 SEBCORP INC $ 299,951.80 106.8637% 4 35-1058755 BAKER & SCHULTZ, INC. $ 312,802.85 111.4421% 5 35-1325036 DEICHMAN EXCAVATING CO $ 340,000.00 121.1316% ==================================================================================================================================== |( 1 ) 35-1438272 |( 2 ) 35-1386990 |( 3 ) 84-1656426 |DAVES EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |SEBCORP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 9300.00000 9300.00| 6500.00000 6500.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 6.000 MOS | 2425.00000 14550.00| 2500.00000 15000.00| 2100.00000 12600.00 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 11306.00000 11306.00| 13000.00000 13000.00| 16650.00000 16650.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 7700.00000 7700.00| 4100.00000 4100.00| 14500.00000 14500.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 7200.00000 7200.00| 15000.00000 15000.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-99187 14.000 m | 5.50000 77.00| 50.00000 700.00| 5.00000 70.00 FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 1323.000 m3 | 19.00000 25137.00| 13.50000 17860.50| 16.40000 21697.20 EXCAVATION, COMMON | | | 0010 203-51223 12.000 m3 | 21.50000 258.00| 15.00000 180.00| 23.00000 276.00 EXCAVATION, WATERWAY | | | 0011 205-03371 50.000 m3 | 21.45000 1072.50| 18.00000 900.00| 23.00000 1150.00 SEDIMENT REMOVE | | | 0012 205-06931 17.000 Mg | 30.00000 510.00| 75.00000 1275.00| 40.00000 680.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,634.30 ROUTE : SR 218 CALL ORDER : 201 CONTRACT ID : R -27924-A COUNTIES : MIAMI LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1438272 |( 2 ) 35-1386990 |( 3 ) 84-1656426 |DAVES EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |SEBCORP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06936 20.000 Mg | 33.00000 660.00| 92.00000 1840.00| 40.00000 800.00 TEMPORARY SEDIMENT TRAP | | | 0014 207-08262 1303.000 m2 | 13.00000 16939.00| 15.00000 19545.00| 14.90000 19414.70 SUBGRADE TREATMENT, TYPE I | | | 0015 211-07454 84.000 m3 | 28.05000 2356.20| 30.00000 2520.00| 25.00000 2100.00 STRUCTURE BACKFILL | | | 0016 301-07448 827.000 Mg | 14.55000 12032.85| 18.00000 14886.00| 15.00000 12405.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 306-08036 440.000 m2 | 4.25000 1870.00| 4.00000 1760.00| 8.00000 3520.00 MILLING, ASPHALT, 50 mm | | | 0018 306-08043 396.000 m2 | 7.50000 2970.00| 3.00000 1188.00| 8.00000 3168.00 MILLING, TRANSITION | | | 0019 401-06264 LUMP | 1300.00000 1300.00| 2000.00000 2000.00| 1300.00000 1300.00 PROFILOGRAPH, HMA | | | 0020 402-07433 154.000 Mg | 75.00000 11550.00| 82.00000 12628.00| 80.00000 12320.00 HMA SURFACE, TYPE B | | | 0021 402-07438 221.000 Mg | 74.00000 16354.00| 79.00000 17459.00| 72.00000 15912.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07440 106.000 Mg | 62.00000 6572.00| 67.00000 7102.00| 60.00000 6360.00 HMA BASE, TYPE A | | | 0023 402-07441 275.000 Mg | 65.70000 18067.50| 75.00000 20625.00| 65.00000 17875.00 HMA BASE, TYPE B | | | 0024 404-05511 647.000 m2 | 4.50000 2911.50| 5.00000 3235.00| 4.50000 2911.50 SEAL COAT, 2 | | | 0025 405-05518 647.000 m2 | 1.80000 1164.60| 3.00000 1941.00| 1.70000 1099.90 ASPHALT FOR PRIME COAT | | | 0026 406-05521 3036.000 m2 | 0.55000 1669.80| 0.68000 2064.48| 0.60000 1821.60 ASPHALT FOR TACK COAT | | | 0027 601-01846 2.000 EACH | 2100.00000 4200.00| 1950.00000 3900.00| 2000.00000 4000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-06854 2.000 EACH | 2630.00000 5260.00| 2895.00000 5790.00| 2600.00000 5200.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 2.000 EACH | 2326.00000 4652.00| 2475.00000 4950.00| 2220.00000 4440.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 76.200 m | 42.00000 3200.40| 48.00000 3657.60| 42.00000 3200.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 610-07486 64.000 Mg | 107.50000 6880.00| 110.00000 7040.00| 110.00000 7040.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,634.30 ROUTE : SR 218 CALL ORDER : 201 CONTRACT ID : R -27924-A COUNTIES : MIAMI LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1438272 |( 2 ) 35-1386990 |( 3 ) 84-1656426 |DAVES EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |SEBCORP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 611-06497 2.000 EACH | 127.00000 254.00| 200.00000 400.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 1.000 EACH | 131.00000 131.00| 275.00000 275.00| 300.00000 300.00 MAILBOX ASSEMBLY, DOUBLE | | | 0034 615-06490 13.000 EACH | 127.00000 1651.00| 128.00000 1664.00| 120.00000 1560.00 RIGHT OF WAY MARKER | | | 0035 615-06505 2.000 EACH | 614.00000 1228.00| 775.00000 1550.00| 600.00000 1200.00 MONUMENT, B | | | 0036 615-06530 1.000 EACH | 860.00000 860.00| 895.00000 895.00| 1000.00000 1000.00 POST, BENCHMARK | | | 0037 616-02320 159.000 m2 | 3.95000 628.05| 5.00000 795.00| 2.50000 397.50 GEOTEXTILES | | | 0038 616-06405 60.000 Mg | 25.90000 1554.00| 22.00000 1320.00| 20.00000 1200.00 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH | 210.00000 420.00| 800.00000 1600.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-02363 2955.000 m2 | 0.43000 1270.65| 2.25000 6648.75| 0.50000 1477.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0041 621-06559 2955.000 m2 | 0.64000 1891.20| 1.93000 5703.15| 0.80000 2364.00 MULCHED SEEDING, R | | | 0042 621-06567 33.000 kL | 2.65000 87.45| 1.00000 33.00| 2.50000 82.50 WATER | | | 0043 621-06574 1040.000 m2 | 3.85000 4004.00| 9.00000 9360.00| 3.80000 3952.00 SODDING | | | 0044 621-06575 805.000 m2 | 3.85000 3099.25| 9.00000 7245.00| 3.80000 3059.00 SODDING, NURSERY | | | 0045 714-26708 13.200 m | 1705.00000 22506.00| 1725.00000 22770.00| 1650.00000 21780.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0046 715-03475 2.000 EACH | 208.00000 416.00| 300.00000 600.00| 350.00000 700.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0047 715-03476 4.000 EACH | 635.00000 2540.00| 675.00000 2700.00| 750.00000 3000.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0048 715-05051 3.000 m | 137.00000 411.00| 18.00000 54.00| 200.00000 600.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0049 715-05169 26.000 m | 79.80000 2074.80| 48.50000 1261.00| 82.00000 2132.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0050 715-05173 16.000 m | 134.00000 2144.00| 68.75000 1100.00| 99.00000 1584.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,634.30 ROUTE : SR 218 CALL ORDER : 201 CONTRACT ID : R -27924-A COUNTIES : MIAMI LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1438272 |( 2 ) 35-1386990 |( 3 ) 84-1656426 |DAVES EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO |SEBCORP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-46005 2.000 EACH | 253.00000 506.00| 225.00000 450.00| 250.00000 500.00 PIPE END SECTION, 375 mm | | | 0052 720-45125 1.000 EACH | 1764.00000 1764.00| 1975.00000 1975.00| 1950.00000 1950.00 INLET, D6, MODIFIED | | | 0053 723-06660 17.500 m2 | 1517.00000 26547.50| 450.00000 7875.00| 1740.00000 30450.00 WINGWALL | | | 0054 801-04308 4.000 EACH | 237.00000 948.00| 275.00000 1100.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 26.000 EACH | 82.00000 2132.00| 135.00000 3510.00| 82.00000 2132.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 18.000 EACH | 99.75000 1795.50| 128.00000 2304.00| 115.00000 2070.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 6.000 EACH | 48.00000 288.00| 75.00000 450.00| 48.00000 288.00 CONSTRUCTION SIGN, B | | | 0058 801-07118 19.200 m | 25.75000 494.40| 56.00000 1075.20| 45.00000 864.00 BARRICADE, III-A | | | 0059 802-07059 4.000 EACH | 32.00000 128.00| 110.00000 440.00| 98.00000 392.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0060 808-06712 100.000 m | 1.05000 105.00| 0.69000 69.00| 0.60000 60.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0061 808-06713 520.000 m | 0.76000 395.20| 0.49000 254.80| 2.20000 1144.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 1000.000 m | 0.69000 690.00| 0.49000 490.00| 0.40000 400.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 280,686.35| $ 294,615.48| $ 299,951.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 280,686.35| $ 294,615.48| $ 299,951.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,634.30 ROUTE : SR 218 CALL ORDER : 201 CONTRACT ID : R -27924-A COUNTIES : MIAMI LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1325036 |( ) |BAKER & SCHULTZ, INC. |DEICHMAN EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 6900.00000 6900.00| 9650.00000 9650.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 6.000 MOS | 2425.00000 14550.00| 3015.00000 18090.00| FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 15600.00000 15600.00| 11760.38000 11760.38| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 7100.00000 7100.00| 10900.00000 10900.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 32900.00000 32900.00| 8200.00000 8200.00| PRESENT STRUCTURE, REMOVE | | | 0008 202-99187 14.000 m | 10.00000 140.00| 22.00000 308.00| FENCE, FARM FIELD, REMOVE | | | 0009 203-02000 1323.000 m3 | 21.00000 27783.00| 20.70000 27386.10| EXCAVATION, COMMON | | | 0010 203-51223 12.000 m3 | 13.00000 156.00| 53.50000 642.00| EXCAVATION, WATERWAY | | | 0011 205-03371 50.000 m3 | 10.00000 500.00| 51.35000 2567.50| SEDIMENT REMOVE | | | 0012 205-06931 17.000 Mg | 23.00000 391.00| 79.50000 1351.50| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 20.000 Mg | 23.00000 460.00| 105.00000 2100.00| TEMPORARY SEDIMENT TRAP | | | 0014 207-08262 1303.000 m2 | 27.45000 35767.35| 15.35000 20001.05| SUBGRADE TREATMENT, TYPE I | | | 0015 211-07454 84.000 m3 | 20.00000 1680.00| 41.00000 3444.00| STRUCTURE BACKFILL | | | 0016 301-07448 827.000 Mg | 24.45000 20220.15| 17.05000 14100.35| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 306-08036 440.000 m2 | 6.00000 2640.00| 10.40000 4576.00| MILLING, ASPHALT, 50 mm | | | 0018 306-08043 396.000 m2 | 5.00000 1980.00| 10.20000 4039.20| MILLING, TRANSITION | | | 0019 401-06264 LUMP | 1300.00000 1300.00| 1445.00000 1445.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,634.30 ROUTE : SR 218 CALL ORDER : 201 CONTRACT ID : R -27924-A COUNTIES : MIAMI LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1325036 |( ) |BAKER & SCHULTZ, INC. |DEICHMAN EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07433 154.000 Mg | 71.50000 11011.00| 79.50000 12243.00| HMA SURFACE, TYPE B | | | 0021 402-07438 221.000 Mg | 70.00000 15470.00| 77.80000 17193.80| HMA INTERMEDIATE, TYPE B | | | 0022 402-07440 106.000 Mg | 59.00000 6254.00| 65.60000 6953.60| HMA BASE, TYPE A | | | 0023 402-07441 275.000 Mg | 62.50000 17187.50| 69.50000 19112.50| HMA BASE, TYPE B | | | 0024 404-05511 647.000 m2 | 4.30000 2782.10| 4.80000 3105.60| SEAL COAT, 2 | | | 0025 405-05518 647.000 m2 | 1.70000 1099.90| 1.90000 1229.30| ASPHALT FOR PRIME COAT | | | 0026 406-05521 3036.000 m2 | 0.50000 1518.00| 0.55000 1669.80| ASPHALT FOR TACK COAT | | | 0027 601-01846 2.000 EACH | 1625.00000 3250.00| 1889.30000 3778.60| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-06854 2.000 EACH | 2550.00000 5100.00| 2556.10000 5112.20| GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 2.000 EACH | 2125.00000 4250.00| 2889.50000 5779.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 76.200 m | 41.50000 3162.30| 85.60000 6522.72| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 610-07486 64.000 Mg | 102.50000 6560.00| 139.00000 8896.00| HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 2.000 EACH | 175.00000 350.00| 178.00000 356.00| MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 1.000 EACH | 225.00000 225.00| 211.20000 211.20| MAILBOX ASSEMBLY, DOUBLE | | | 0034 615-06490 13.000 EACH | 104.00000 1352.00| 156.00000 2028.00| RIGHT OF WAY MARKER | | | 0035 615-06505 2.000 EACH | 505.00000 1010.00| 611.25000 1222.50| MONUMENT, B | | | 0036 615-06530 1.000 EACH | 555.00000 555.00| 733.50000 733.50| POST, BENCHMARK | | | 0037 616-02320 159.000 m2 | 3.00000 477.00| 7.90000 1256.10| GEOTEXTILES | | | 0038 616-06405 60.000 Mg | 18.00000 1080.00| 50.15000 3009.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,634.30 ROUTE : SR 218 CALL ORDER : 201 CONTRACT ID : R -27924-A COUNTIES : MIAMI LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1325036 |( ) |BAKER & SCHULTZ, INC. |DEICHMAN EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-01004 2.000 EACH | 200.00000 400.00| 222.30000 444.60| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-02363 2955.000 m2 | 0.40000 1182.00| 0.45000 1329.75| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0041 621-06559 2955.000 m2 | 0.60000 1773.00| 0.67000 1979.85| MULCHED SEEDING, R | | | 0042 621-06567 33.000 kL | 2.50000 82.50| 2.80000 92.40| WATER | | | 0043 621-06574 1040.000 m2 | 3.65000 3796.00| 4.50000 4680.00| SODDING | | | 0044 621-06575 805.000 m2 | 3.65000 2938.25| 4.50000 3622.50| SODDING, NURSERY | | | 0045 714-26708 13.200 m | 2375.00000 31350.00| 1840.00000 24288.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0046 715-03475 2.000 EACH | 300.00000 600.00| 415.00000 830.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0047 715-03476 4.000 EACH | 900.00000 3600.00| 975.00000 3900.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0048 715-05051 3.000 m | 40.00000 120.00| 383.00000 1149.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0049 715-05169 26.000 m | 60.00000 1560.00| 125.00000 3250.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0050 715-05173 16.000 m | 95.00000 1520.00| 170.00000 2720.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0051 715-46005 2.000 EACH | 175.00000 350.00| 331.00000 662.00| PIPE END SECTION, 375 mm | | | 0052 720-45125 1.000 EACH | 1800.00000 1800.00| 2200.00000 2200.00| INLET, D6, MODIFIED | | | 0053 723-06660 17.500 m2 | 160.00000 2800.00| 2300.00000 40250.00| WINGWALL | | | 0054 801-04308 4.000 EACH | 245.00000 980.00| 228.00000 912.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 26.000 EACH | 47.00000 1222.00| 91.15000 2369.90| DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 18.000 EACH | 113.00000 2034.00| 113.40000 2041.20| CONSTRUCTION SIGN, A | | | 0057 801-06645 6.000 EACH | 18.00000 108.00| 53.35000 320.10| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,634.30 ROUTE : SR 218 CALL ORDER : 201 CONTRACT ID : R -27924-A COUNTIES : MIAMI LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1325036 |( ) |BAKER & SCHULTZ, INC. |DEICHMAN EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 801-07118 19.200 m | 14.00000 268.80| 48.75000 936.00| BARRICADE, III-A | | | 0059 802-07059 4.000 EACH | 100.00000 400.00| 109.00000 436.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0060 808-06712 100.000 m | 0.01000 1.00| 0.64000 64.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0061 808-06713 520.000 m | 2.20000 1144.00| 0.36000 187.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 1000.000 m | 0.01000 10.00| 0.36000 360.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 312,802.85| $ 340,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 312,802.85| $ 340,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,196,544.13 ROUTE : 9 CALL ORDER : 211 CONTRACT ID : R -27936-A COUNTIES : HUNTINGTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/05 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. $ 4,616,332.44 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 5,188,692.43 112.3986% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 6550.00000 6550.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1600.00000 14400.00| 1475.00000 13275.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 229000.00000 229000.00| 258000.00000 258000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 15875.000 LFT | 0.50000 7937.50| 1.06000 16827.50| GUARDRAIL, REMOVE | | | 0008 202-93741 25.000 EACH | 150.00000 3750.00| 187.81000 4695.25| GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-99187 62350.000 LFT | 0.97000 60479.50| 1.15000 71702.50| FENCE, FARM FIELD, REMOVE | | | 0010 203-90014 171.000 STA | 400.00000 68400.00| 134.48000 22996.08| LINEAR GRADING | | | 0011 303-07449 5824.000 TON | 1.00000 5824.00| 7.50000 43680.00| COMPACTED AGGREGATE, NO. 73 | | | 0012 306-08032 1707.000 SYS | 6.00000 10242.00| 5.11000 8722.77| MILLING, TRANSITION | | | 0013 306-08039 2560.000 SYS | 6.00000 15360.00| 2.78000 7116.80| MILLING, ASPHALT REMOVAL | | | 0014 311-06465 165915.000 SYS | 0.51000 84616.65| 0.62000 102867.30| PCCP CRACKING AND SEATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,196,544.13 ROUTE : 9 CALL ORDER : 211 CONTRACT ID : R -27936-A COUNTIES : HUNTINGTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 401-06264 LUMP | 10000.00000 10000.00| 7235.00000 7235.00| PROFILOGRAPH, HMA | | | 0016 401-07320 5135.000 TON | 29.00000 148915.00| 35.16000 180546.60| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0017 401-07327 15500.000 TON | 33.00000 511500.00| 37.40000 579700.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0019 401-07370 13700.000 TON | 30.00000 411000.00| 36.41000 498817.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0020 406-05520 127.000 TON | 1.00000 127.00| 10.00000 1270.00| ASPHALT FOR TACK COAT | | | 0021 506-06333 851.000 SYS | 65.00000 55315.00| 62.19000 52923.69| PCCP PATCHING, FULL DEPTH | | | 0022 601-01626 3.000 EACH | 1600.00000 4800.00| 1305.00000 3915.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-94689 14.000 EACH | 2800.00000 39200.00| 2000.00000 28000.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-94690 9.000 EACH | 4100.00000 36900.00| 3425.00000 30825.00| GUARDRAIL END TREATMENT, MS | | | 0025 601-99105 18097.000 LFT | 13.30000 240690.10| 12.40000 224402.80| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 601-99108 869.000 LFT | 19.30000 16771.70| 18.45000 16033.05| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0027 603-06040 62350.000 LFT | 3.90000 243165.00| 3.90000 243165.00| FENCE, FARM FIELD, 47 IN. | | | 0029 606-07484 125750.000 LFT | 0.05000 6287.50| 0.01000 1257.50| MILLED HMA SHOULDER CORRUGATIONS | | | 0030 610-05527 3200.000 TON | 12.00000 38400.00| 44.20000 141440.00| HMA FOR APPROACHES | | | 0031 612-04315 130.000 TON | 800.00000 104000.00| 800.00000 104000.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0032 612-60410 1824.000 EACH | 6.50000 11856.00| 6.50000 11856.00| DRILLED HOLE FOR UNDERSEAL | | | 0034 616-02842 940.000 TON | 28.00000 26320.00| 28.58000 26865.20| RIPRAP, DITCH | | | 0035 616-96249 1225.000 SYS | 2.00000 2450.00| 2.16000 2646.00| GEOTEXTILE DITCH LINER | | | 0036 621-06575 1000.000 SYS | 1.00000 1000.00| 7.24000 7240.00| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,196,544.13 ROUTE : 9 CALL ORDER : 211 CONTRACT ID : R -27936-A COUNTIES : HUNTINGTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 718-06526 4900.000 TON | 10.00000 49000.00| 28.83000 141267.00| HMA FOR UNDERDRAINS | | | 0040 718-06531 170.000 EACH | 435.00000 73950.00| 433.15000 73635.50| OUTLET PROTECTOR, 3 | | | 0041 718-06532 1000.000 LFT | 1.75000 1750.00| 1.75000 1750.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0042 718-52610 5400.000 CYS | 5.00000 27000.00| 32.00000 172800.00| AGGREGATE FOR UNDERDRAINS | | | 0043 720-44070 21.000 EACH | 740.00000 15540.00| 921.33000 19347.93| CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0044 801-06203 6240.000 LFT | 0.35000 2184.00| 0.13000 811.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 6240.000 LFT | 0.59000 3681.60| 0.74000 4617.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 46.000 EACH | 80.00000 3680.00| 80.00000 3680.00| CONSTRUCTION SIGN, A | | | 0047 801-06710 100.000 DAY | 40.00000 4000.00| 14.00000 1400.00| FLASHING ARROW SIGN | | | 0048 801-06775 LUMP | 106700.00000 106700.00| 143040.10000 143040.10| MAINTAINING TRAFFIC | | | 0049 808-03002 15560.000 LFT | 0.71000 11047.60| 0.71000 11047.60| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0050 808-03631 62218.000 LFT | 0.71000 44174.78| 0.71000 44174.78| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0051 808-03632 62218.000 LFT | 0.71000 44174.78| 0.71000 44174.78| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0052 808-74805 48.000 LFT | 9.50000 456.00| 9.50000 456.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0053 808-75996 777.000 EACH | 3.73000 2898.21| 3.06000 2377.62| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 777.000 EACH | 17.80000 13830.60| 17.80000 13830.60| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0055 203-02070 25.000 CYS | 1.00000 25.00| 29.92000 748.00| BORROW | | | 0056 401-07378 43120.000 TON | 31.00000 1336720.00| 32.44000 1398812.80| QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,196,544.13 ROUTE : 9 CALL ORDER : 211 CONTRACT ID : R -27936-A COUNTIES : HUNTINGTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 503-05240 312.000 LFT | 6.00000 1872.00| 8.53000 2661.36| D-1 CONTRACTION JOINT | | | 0058 601-03464 14.000 EACH | 40.00000 560.00| 45.00000 630.00| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0059 607-95754 500.000 LFT | 1.95000 975.00| 1.87000 935.00| PAVED SIDE DITCH, BREAK | | | 0060 715-03404 57.000 LFT | 85.00000 4845.00| 85.00000 4845.00| PIPE, POLYETHYLENE LINER, 18 IN. | | | 0061 715-96913 525.000 LFT | 150.00000 78750.00| 150.00000 78750.00| PIPE, POLYETHYLENE LINER, 36 IN. | | | 0062 718-01044 8100.000 LFT | 11.00000 89100.00| 11.21000 90801.00| PIPE, UNDERDRAIN OUTLET, PVC, 6 IN. | | | 0063 718-03723 115400.000 LFT | 1.55000 178870.00| 1.20000 138480.00| PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 4 IN. | | | 0064 715-05596 12.000 LFT | 133.83000 1605.96| 230.08000 2760.96| PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0065 715-06566 6.000 LFT | 59.66000 357.96| 96.11000 576.66| PIPE EXTENSION, CIRCULAR, 6 IN. | | | 0066 718-06528 145.000 EACH | 635.00000 92075.00| 478.63000 69401.35| OUTLET PROTECTOR, 1 | | | 0067 718-06529 5.000 EACH | 560.00000 2800.00| 461.31000 2306.55| OUTLET PROTECTOR, 2 | | | SECTION TOTALS | $ 4,616,332.44| $ 5,188,692.43| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,616,332.44| $ 5,188,692.43| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/15/06 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 $ 2,015,000.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,120,000.00 105.2109% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,229,962.16 110.6681% 4 35-1139301 E & B PAVING, INC. $ 2,249,968.36 111.6610% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP | 14000.00000 14000.00| 30000.00000 30000.00| 14210.10000 14210.10 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2600.00000 20800.00| 1800.00000 14400.00| 3247.12000 25976.96 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 108-01614 LUMP | 7700.00000 7700.00| 8000.00000 8000.00| 15777.28000 15777.28 PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 87142.05000 87142.05| 110000.00000 110000.00| 93320.54000 93320.54 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 48800.00000 48800.00| 50000.00000 50000.00| 26445.06000 26445.06 CLEARING RIGHT OF WAY | | | 0008 202-01502 7.000 EACH | 290.00000 2030.00| 500.00000 3500.00| 247.36000 1731.52 LIGHT STANDARD, REMOVE | | | 0009 202-02240 4671.000 SYS | 14.00000 65394.00| 11.50000 53716.50| 8.68000 40544.28 PAVEMENT REMOVAL | | | 0010 202-02241 127.000 LFT | 1.00000 127.00| 1.00000 127.00| 1.05000 133.35 GUARDRAIL, REMOVE | | | 0011 202-03783 1.000 EACH | 670.00000 670.00| 641.33000 641.33| 675.06000 675.06 SIGN, PANEL, REMOVE | | | 0012 202-74055 1.000 EACH | 4400.00000 4400.00| 4231.81000 4231.81| 6849.09000 6849.09 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-86946 1.000 EACH | 160.00000 160.00| 152.70000 152.70| 160.73000 160.73 HANDHOLE, REMOVE | | | 0014 202-91385 5.000 EACH | 680.00000 3400.00| 500.00000 2500.00| 421.53000 2107.65 INLET, REMOVE | | | 0015 202-93741 1.000 EACH | 550.00000 550.00| 525.00000 525.00| 552.62000 552.62 GUARD RAIL END TREATMENT, REMOVE | | | 0016 202-94793 1735.000 LFT | 22.00000 38170.00| 8.00000 13880.00| 11.04000 19154.40 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0017 202-96133 54.000 LFT | 19.00000 1026.00| 18.00000 972.00| 39.07000 2109.78 PIPE, REMOVE | | | 0018 202-98488 4.000 EACH | 780.00000 3120.00| 500.00000 2000.00| 773.07000 3092.28 PIPE END SECTION, REMOVE | | | 0019 203-02000 10706.000 CYS | 20.50000 219473.00| 20.00000 214120.00| 13.00000 139178.00 EXCAVATION, COMMON | | | 0020 205-06931 105.000 TON | 58.00000 6090.00| 28.00000 2940.00| 48.51000 5093.55 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 8.000 EACH | 99.00000 792.00| 55.00000 440.00| 57.89000 463.12 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06936 218.000 TON | 40.00000 8720.00| 28.00000 6104.00| 35.96000 7839.28 TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 3495.000 LFT | 1.50000 5242.50| 1.28000 4473.60| 1.35000 4718.25 TEMPORARY SILT FENCE | | | 0024 207-08263 15173.000 SYS | 6.40000 97107.20| 7.00000 106211.00| 4.17000 63271.41 SUBGRADE TREATMENT, TYPE IA | | | 0025 211-07454 75.000 CYS | 16.00000 1200.00| 16.00000 1200.00| 14.53000 1089.75 STRUCTURE BACKFILL | | | 0026 301-07448 2526.000 TON | 15.00000 37890.00| 18.00000 45468.00| 22.71000 57365.46 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 306-08036 16849.000 SYS | 0.40000 6739.60| 0.25000 4212.25| 0.75000 12636.75 MILLING, ASPHALT, 2 IN. | | | 0028 401-06264 LUMP | 5900.00000 5900.00| 2000.00000 2000.00| 3460.30000 3460.30 PROFILOGRAPH, HMA | | | 0029 401-07335 2144.000 TON | 42.00000 90048.00| 55.00000 117920.00| 72.00000 154368.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0030 401-07404 3284.000 TON | 37.00000 121508.00| 39.00000 128076.00| 53.00000 174052.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0031 401-07409 9476.000 TON | 31.00000 293756.00| 37.00000 350612.00| 38.00000 360088.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0032 401-07429 1811.000 TON | 40.00000 72440.00| 43.00000 77873.00| 48.00000 86928.00 QC/QA-HMA, 5, 76, INTERMEDIATE,OGC19.0 | | | MM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 402-07453 2026.000 TON | 53.00000 107378.00| 43.00000 87118.00| 56.00000 113456.00 HMA FOR TEMPORARY PAVEMENT | | | 0034 406-05520 21.000 TON | 175.00000 3675.00| 200.00000 4200.00| 200.00000 4200.00 ASPHALT FOR TACK COAT | | | 0035 601-06038 3.000 EACH | 870.00000 2610.00| 835.00000 2505.00| 878.92000 2636.76 GUARDRAIL END TREATMENT, II | | | 0036 601-06228 1.000 EACH | 57000.00000 57000.00| 56000.00000 56000.00| 60025.62000 60025.62 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0037 601-07024 4.000 EACH | 5700.00000 22800.00| 5500.00000 22000.00| 5789.30000 23157.20 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0038 601-94689 3.000 EACH | 2300.00000 6900.00| 2200.00000 6600.00| 2315.72000 6947.16 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 1611.000 LFT | 15.00000 24165.00| 14.00000 22554.00| 14.74000 23746.14 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0040 602-06944 1438.000 LFT | 42.00000 60396.00| 50.00000 71900.00| 69.04000 99279.52 BARRIER, CONCRETE, 33 IN. | | | 0041 606-07484 18694.000 LFT | 0.55000 10281.70| 0.80000 14955.20| 0.44000 8225.36 MILLED HMA SHOULDER CORRUGATIONS | | | 0042 616-02320 25.000 SYS | 8.50000 212.50| 3.50000 87.50| 10.57000 264.25 GEOTEXTILES | | | 0043 616-06405 21.000 TON | 32.00000 672.00| 50.00000 1050.00| 44.04000 924.84 RIPRAP, REVETMENT | | | 0044 621-01004 1.000 EACH | 700.00000 700.00| 475.00000 475.00| 499.99000 499.99 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06557 139.000 LBS | 7.40000 1028.60| 6.72000 934.08| 7.07000 982.73 SEED MIXTURE, T | | | 0046 621-06560 13822.000 SYS | 0.35000 4837.70| 0.38000 5252.36| 0.40000 5528.80 MULCHED SEEDING, U | | | 0047 715-05048 2725.000 LFT | 3.20000 8720.00| 3.10000 8447.50| 3.26000 8883.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05053 91.000 LFT | 15.00000 1365.00| 14.90000 1355.90| 15.68000 1426.88 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0049 715-05149 59.000 LFT | 63.00000 3717.00| 45.00000 2655.00| 181.05000 10681.95 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0050 715-05151 11.000 LFT | 77.00000 847.00| 100.00000 1100.00| 108.99000 1198.89 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0051 715-05152 55.000 LFT | 43.00000 2365.00| 65.00000 3575.00| 52.06000 2863.30 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-05153 26.000 LFT | 54.00000 1404.00| 80.00000 2080.00| 60.49000 1572.74 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0053 715-46000 3.000 EACH | 260.00000 780.00| 300.00000 900.00| 500.12000 1500.36 PIPE END SECTION, 12 IN. | | | 0054 715-46005 1.000 EACH | 270.00000 270.00| 310.00000 310.00| 521.79000 521.79 PIPE END SECTION, 15 IN. | | | 0055 715-46010 1.000 EACH | 300.00000 300.00| 400.00000 400.00| 567.69000 567.69 PIPE END SECTION, 18 IN. | | | 0056 715-46015 1.000 EACH | 310.00000 310.00| 410.00000 410.00| 667.10000 667.10 PIPE END SECTION, 21 IN. | | | 0057 718-06529 9.000 EACH | 570.00000 5130.00| 550.00000 4950.00| 578.93000 5210.37 OUTLET PROTECTOR, 2 | | | 0058 718-52610 215.000 CYS | 35.00000 7525.00| 33.45000 7191.75| 35.21000 7570.15 AGGREGATE FOR UNDERDRAINS | | | 0059 720-04721 1.000 EACH | 4500.00000 4500.00| 9000.00000 9000.00| 21507.79000 21507.79 MANHOLE, K | | | 0060 720-07302 2.000 EACH | 3500.00000 7000.00| 3000.00000 6000.00| 3644.47000 7288.94 INLET TYPE HA, WITH SLOTTED DRAIN | | | 0061 720-45075 5.000 EACH | 1700.00000 8500.00| 1500.00000 7500.00| 2768.73000 13843.65 INLET, R13 | | | 0062 801-01093 14.000 EACH | 680.00000 9520.00| 725.00000 10150.00| 684.19000 9578.66 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0063 801-04308 1.000 EACH | 230.00000 230.00| 250.00000 250.00| 236.84000 236.84 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06201 24.000 SYS | 130.00000 3120.00| 127.87000 3068.88| 134.60000 3230.40 TEMPORARY PANEL SIGNS | | | 0065 801-06202 72.000 LFT | 24.00000 1728.00| 22.73000 1636.56| 23.93000 1722.96 TEMPORARY PANEL SIGN SUPPORTS | | | 0066 801-06625 7.000 EACH | 81.00000 567.00| 120.00000 840.00| 82.10000 574.70 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06639 3305.000 LFT | 22.00000 72710.00| 35.00000 115675.00| 28.00000 92540.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0068 801-06640 13.000 EACH | 96.00000 1248.00| 100.00000 1300.00| 96.84000 1258.92 CONSTRUCTION SIGN, A | | | 0069 801-06645 13.000 EACH | 78.00000 1014.00| 20.00000 260.00| 78.95000 1026.35 CONSTRUCTION SIGN, B | | | 0070 801-06710 60.000 DAY | 15.00000 900.00| 12.00000 720.00| 14.74000 884.40 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 801-06775 LUMP | 77000.00000 77000.00| 79443.80000 79443.80| 103113.34000 103113.34 MAINTAINING TRAFFIC | | | 0072 801-07118 60.000 LFT | 8.30000 498.00| 12.50000 750.00| 8.42000 505.20 BARRICADE, III-A | | | 0073 802-05701 91.000 LFT | 8.90000 809.90| 8.55000 778.05| 9.00000 819.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-05702 266.000 LFT | 7.60000 2021.60| 7.31000 1944.46| 7.69000 2045.54 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0075 802-07057 690.000 SFT | 17.00000 11730.00| 16.25000 11212.50| 17.10000 11799.00 SIGN, PANEL, WITH LEGEND | | | 0076 802-07101 2.000 EACH | 1.00000 2.00| 1.00000 2.00| 1.06000 2.12 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0077 802-07153 3.000 EACH | 360.00000 1080.00| 348.67000 1046.01| 367.01000 1101.03 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0078 802-07271 2.000 EACH | 11500.00000 23000.00| 720.79000 1441.58| 24445.54000 48891.08 BOX TRUSS SIGN FOUNDATION, V-A | | | 0079 802-07275 2.000 EACH | 6600.00000 13200.00| 6340.67000 12681.34| 6674.19000 13348.38 BOX TRUSS SIGN FOUNDATION, V-C | | | 0080 802-76045 188.000 SFT | 33.00000 6204.00| 31.55000 5931.40| 33.21000 6243.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0081 802-76095 1544.000 LBS | 1.90000 2933.60| 1.79000 2763.76| 1.88000 2902.72 STRUCTURAL STEEL, BREAKAWAY | | | 0082 802-76110 2.000 EACH | 52000.00000 104000.00| 50725.07000 101450.14| 53393.21000 106786.42 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0083 802-76170 68.000 LFT | 1.00000 68.00| 1.00000 68.00| 1.05000 71.40 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0084 804-06771 20.000 EACH | 26.00000 520.00| 25.00000 500.00| 23.16000 463.20 DELINEATOR POST, FLEXIBLE | | | 0085 805-02352 3751.000 LFT | 2.90000 10877.90| 2.83000 10615.33| 2.98000 11177.98 WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0086 805-86920 27.000 EACH | 27.00000 729.00| 25.52000 689.04| 26.86000 725.22 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 805-86925 8.000 EACH | 33.00000 264.00| 32.01000 256.08| 33.69000 269.52 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0088 805-86930 16.000 EACH | 27.00000 432.00| 25.52000 408.32| 26.86000 429.76 INSULATING LINK, NOT WATERPROOFED | | | 0089 805-86935 8.000 EACH | 33.00000 264.00| 32.01000 256.08| 33.69000 269.52 INSULATING LINK, WATERPROOFED | | | 0090 807-02191 2.000 EACH | 780.00000 1560.00| 753.79000 1507.58| 793.44000 1586.88 HANDHOLE, LIGHTING | | | 0091 807-02428 7.000 EACH | 890.00000 6230.00| 852.73000 5969.11| 897.58000 6283.06 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0092 807-03802 7.000 EACH | 1600.00000 11200.00| 1572.40000 11006.80| 1655.11000 11585.77 LIGHT STANDARDS | | | 0093 807-82002 2.000 EACH | 1.00000 2.00| 1.00000 2.00| 1.06000 2.12 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 3 | | | LUMINAIRES | | | 0094 807-82003 1.000 EACH | 1.00000 1.00| 1.00000 1.00| 1.05000 1.05 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0095 807-86610 7.000 EACH | 1.00000 7.00| 1.00000 7.00| 1.05000 7.35 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 200 WATT | | | 0096 807-86910 9.000 EACH | 44.00000 396.00| 41.91000 377.19| 44.11000 396.99 CONNECTOR KIT, UNFUSED | | | 0097 807-86915 11.000 EACH | 44.00000 484.00| 41.91000 461.01| 44.11000 485.21 CONNECTOR KIT, FUSED | | | 0098 808-06702 4374.000 LFT | 0.35000 1530.90| 0.25000 1093.50| 0.36000 1574.64 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0099 808-06703 11156.000 LFT | 0.30000 3346.80| 0.23000 2565.88| 0.29000 3235.24 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0100 808-06705 2934.000 LFT | 0.80000 2347.20| 0.53000 1555.02| 0.84000 2464.56 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0101 808-06706 141.000 LFT | 8.75000 1233.75| 2.60000 366.60| 8.95000 1261.95 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0102 808-06711 1850.000 LFT | 0.10000 185.00| 0.11000 203.50| 0.11000 203.50 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 808-06713 19910.000 LFT | 0.10000 1991.00| 0.11000 2190.10| 0.11000 2190.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0104 808-06714 10058.000 LFT | 0.10000 1005.80| 0.11000 1106.38| 0.11000 1106.38 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0105 808-06716 36390.000 LFT | 0.25000 9097.50| 0.28000 10189.20| 0.25000 9097.50 LINE, REMOVE | | | 0106 808-75245 11168.000 LFT | 0.30000 3350.40| 0.24000 2680.32| 0.29000 3238.72 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0107 808-75994 139.000 EACH | 6.20000 861.80| 8.00000 1112.00| 6.32000 878.48 PRISMATIC REFLECTOR | | | 0108 808-75996 10.000 EACH | 10.00000 100.00| 18.00000 180.00| 10.53000 105.30 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0109 808-75998 129.000 EACH | 28.00000 3612.00| 27.00000 3483.00| 28.42000 3666.18 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,015,000.00| $ 2,120,000.00| $ 2,229,962.16 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,015,000.00| $ 2,120,000.00| $ 2,229,962.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP | 23000.00000 23000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 108-01614 LUMP | 7500.00000 7500.00| | PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 112500.00000 112500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 22430.00000 22430.00| | CLEARING RIGHT OF WAY | | | 0008 202-01502 7.000 EACH | 900.50000 6303.50| | LIGHT STANDARD, REMOVE | | | 0009 202-02240 4671.000 SYS | 16.62000 77632.02| | PAVEMENT REMOVAL | | | 0010 202-02241 127.000 LFT | 4.00000 508.00| | GUARDRAIL, REMOVE | | | 0011 202-03783 1.000 EACH | 641.33000 641.33| | SIGN, PANEL, REMOVE | | | 0012 202-74055 1.000 EACH | 4231.81000 4231.81| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0013 202-86946 1.000 EACH | 152.70000 152.70| | HANDHOLE, REMOVE | | | 0014 202-91385 5.000 EACH | 491.00000 2455.00| | INLET, REMOVE | | | 0015 202-93741 1.000 EACH | 200.00000 200.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0016 202-94793 1735.000 LFT | 33.00000 57255.00| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0017 202-96133 54.000 LFT | 15.50000 837.00| | PIPE, REMOVE | | | 0018 202-98488 4.000 EACH | 137.55000 550.20| | PIPE END SECTION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 10706.000 CYS | 17.15000 183607.90| | EXCAVATION, COMMON | | | 0020 205-06931 105.000 TON | 35.00000 3675.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 8.000 EACH | 55.00000 440.00| | TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06936 218.000 TON | 35.00000 7630.00| | TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 3495.000 LFT | 1.28000 4473.60| | TEMPORARY SILT FENCE | | | 0024 207-08263 15173.000 SYS | 4.20000 63726.60| | SUBGRADE TREATMENT, TYPE IA | | | 0025 211-07454 75.000 CYS | 13.40000 1005.00| | STRUCTURE BACKFILL | | | 0026 301-07448 2526.000 TON | 15.00000 37890.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 306-08036 16849.000 SYS | 2.25000 37910.25| | MILLING, ASPHALT, 2 IN. | | | 0028 401-06264 LUMP | 3500.00000 3500.00| | PROFILOGRAPH, HMA | | | 0029 401-07335 2144.000 TON | 62.00000 132928.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0030 401-07404 3284.000 TON | 43.00000 141212.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0031 401-07409 9476.000 TON | 35.00000 331660.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0032 401-07429 1811.000 TON | 40.00000 72440.00| | QC/QA-HMA, 5, 76, INTERMEDIATE,OGC19.0 | | | MM | | | 0033 402-07453 2026.000 TON | 66.00000 133716.00| | HMA FOR TEMPORARY PAVEMENT | | | 0034 406-05520 21.000 TON | 200.00000 4200.00| | ASPHALT FOR TACK COAT | | | 0035 601-06038 3.000 EACH | 3000.00000 9000.00| | GUARDRAIL END TREATMENT, II | | | 0036 601-06228 1.000 EACH | 61400.00000 61400.00| | IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0037 601-07024 4.000 EACH | 4800.00000 19200.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-94689 3.000 EACH | 2400.00000 7200.00| | GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 1611.000 LFT | 14.00000 22554.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0040 602-06944 1438.000 LFT | 60.00000 86280.00| | BARRIER, CONCRETE, 33 IN. | | | 0041 606-07484 18694.000 LFT | 0.71000 13272.74| | MILLED HMA SHOULDER CORRUGATIONS | | | 0042 616-02320 25.000 SYS | 4.00000 100.00| | GEOTEXTILES | | | 0043 616-06405 21.000 TON | 150.00000 3150.00| | RIPRAP, REVETMENT | | | 0044 621-01004 1.000 EACH | 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06557 139.000 LBS | 6.72000 934.08| | SEED MIXTURE, T | | | 0046 621-06560 13822.000 SYS | 0.38000 5252.36| | MULCHED SEEDING, U | | | 0047 715-05048 2725.000 LFT | 5.50000 14987.50| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05053 91.000 LFT | 38.50000 3503.50| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0049 715-05149 59.000 LFT | 67.00000 3953.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0050 715-05151 11.000 LFT | 86.15000 947.65| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0051 715-05152 55.000 LFT | 77.00000 4235.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0052 715-05153 26.000 LFT | 91.00000 2366.00| | PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0053 715-46000 3.000 EACH | 1000.00000 3000.00| | PIPE END SECTION, 12 IN. | | | 0054 715-46005 1.000 EACH | 1000.00000 1000.00| | PIPE END SECTION, 15 IN. | | | 0055 715-46010 1.000 EACH | 1100.00000 1100.00| | PIPE END SECTION, 18 IN. | | | 0056 715-46015 1.000 EACH | 1200.00000 1200.00| | PIPE END SECTION, 21 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 718-06529 9.000 EACH | 693.00000 6237.00| | OUTLET PROTECTOR, 2 | | | 0058 718-52610 215.000 CYS | 41.80000 8987.00| | AGGREGATE FOR UNDERDRAINS | | | 0059 720-04721 1.000 EACH | 5300.00000 5300.00| | MANHOLE, K | | | 0060 720-07302 2.000 EACH | 2600.00000 5200.00| | INLET TYPE HA, WITH SLOTTED DRAIN | | | 0061 720-45075 5.000 EACH | 3085.00000 15425.00| | INLET, R13 | | | 0062 801-01093 14.000 EACH | 650.00000 9100.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0063 801-04308 1.000 EACH | 225.00000 225.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06201 24.000 SYS | 127.87000 3068.88| | TEMPORARY PANEL SIGNS | | | 0065 801-06202 72.000 LFT | 22.73000 1636.56| | TEMPORARY PANEL SIGN SUPPORTS | | | 0066 801-06625 7.000 EACH | 78.00000 546.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06639 3305.000 LFT | 35.00000 115675.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0068 801-06640 13.000 EACH | 92.00000 1196.00| | CONSTRUCTION SIGN, A | | | 0069 801-06645 13.000 EACH | 75.00000 975.00| | CONSTRUCTION SIGN, B | | | 0070 801-06710 60.000 DAY | 14.00000 840.00| | FLASHING ARROW SIGN | | | 0071 801-06775 LUMP | 97000.00000 97000.00| | MAINTAINING TRAFFIC | | | 0072 801-07118 60.000 LFT | 8.00000 480.00| | BARRICADE, III-A | | | 0073 802-05701 91.000 LFT | 8.55000 778.05| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-05702 266.000 LFT | 7.31000 1944.46| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 802-07057 690.000 SFT | 16.25000 11212.50| | SIGN, PANEL, WITH LEGEND | | | 0076 802-07101 2.000 EACH | 1.00000 2.00| | SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0077 802-07153 3.000 EACH | 348.67000 1046.01| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0078 802-07271 2.000 EACH | 10773.00000 21546.00| | BOX TRUSS SIGN FOUNDATION, V-A | | | 0079 802-07275 2.000 EACH | 6340.67000 12681.34| | BOX TRUSS SIGN FOUNDATION, V-C | | | 0080 802-76045 188.000 SFT | 31.55000 5931.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0081 802-76095 1544.000 LBS | 1.79000 2763.76| | STRUCTURAL STEEL, BREAKAWAY | | | 0082 802-76110 2.000 EACH | 50725.07000 101450.14| | SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0083 802-76170 68.000 LFT | 1.00000 68.00| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0084 804-06771 20.000 EACH | 55.00000 1100.00| | DELINEATOR POST, FLEXIBLE | | | 0085 805-02352 3751.000 LFT | 2.83000 10615.33| | WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0086 805-86920 27.000 EACH | 25.52000 689.04| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0087 805-86925 8.000 EACH | 32.01000 256.08| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0088 805-86930 16.000 EACH | 25.52000 408.32| | INSULATING LINK, NOT WATERPROOFED | | | 0089 805-86935 8.000 EACH | 32.01000 256.08| | INSULATING LINK, WATERPROOFED | | | 0090 807-02191 2.000 EACH | 753.79000 1507.58| | HANDHOLE, LIGHTING | | | 0091 807-02428 7.000 EACH | 852.73000 5969.11| | CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 807-03802 7.000 EACH | 1572.40000 11006.80| | LIGHT STANDARDS | | | 0093 807-82002 2.000 EACH | 1.00000 2.00| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 3 | | | LUMINAIRES | | | 0094 807-82003 1.000 EACH | 1.00000 1.00| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0095 807-86610 7.000 EACH | 1.00000 7.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 200 WATT | | | 0096 807-86910 9.000 EACH | 41.91000 377.19| | CONNECTOR KIT, UNFUSED | | | 0097 807-86915 11.000 EACH | 41.91000 461.01| | CONNECTOR KIT, FUSED | | | 0098 808-06702 4374.000 LFT | 0.34000 1487.16| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0099 808-06703 11156.000 LFT | 0.28000 3123.68| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0100 808-06705 2934.000 LFT | 0.80000 2347.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0101 808-06706 141.000 LFT | 8.50000 1198.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0102 808-06711 1850.000 LFT | 0.10000 185.00| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0103 808-06713 19910.000 LFT | 0.10000 1991.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0104 808-06714 10058.000 LFT | 0.10000 1005.80| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0105 808-06716 36390.000 LFT | 0.24000 8733.60| | LINE, REMOVE | | | 0106 808-75245 11168.000 LFT | 0.28000 3127.04| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0107 808-75994 139.000 EACH | 6.00000 834.00| | PRISMATIC REFLECTOR | | | 0108 808-75996 10.000 EACH | 10.00000 100.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 221 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,064,177.13 ROUTE : I-69 CALL ORDER : 221 CONTRACT ID : R -28041-A COUNTIES : HAMILTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0109 808-75998 129.000 EACH | 35.00000 4515.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,249,968.36| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,249,968.36| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,528,893.66 ROUTE : 67 CALL ORDER : 231 CONTRACT ID : R -28049-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/02/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1438272 DAVES EXCAVATING, INC. $ 977,165.52 100.0000% 2 34-1556319 JUTTE EXCAVATING, INC. $ 1,066,313.66 109.1231% 3 90-0177865 HIS CONSTRUCTORS LLC $ 1,097,000.00 112.2635% 4 35-1609544 SCHUTT-LOOKABILL CO $ 1,099,198.45 112.4885% ==================================================================================================================================== |( 1 ) 35-1438272 |( 2 ) 34-1556319 |( 3 ) 90-0177865 |DAVES EXCAVATING, INC. |JUTTE EXCAVATING, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 5992.00000 5992.00| 6500.00000 6500.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2350.00000 14100.00| 1250.00000 7500.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 22035.00000 22035.00| 22000.00000 22000.00| 54500.00000 54500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 601.000 LFT | 3.36000 2019.36| 2.50000 1502.50| 7.00000 4207.00 GUARDRAIL, REMOVE | | | 0007 202-02272 570.000 LFT | 9.30000 5301.00| 6.00000 3420.00| 3.50000 1995.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51330 LUMP | 21470.00000 21470.00| 10000.00000 10000.00| 10500.00000 10500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-51330 LUMP | 32163.00000 32163.00| 10000.00000 10000.00| 12500.00000 12500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 202-51330 LUMP | 23873.00000 23873.00| 10000.00000 10000.00| 9500.00000 9500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0011 203-02000 100.000 CYS | 33.50000 3350.00| 7.00000 700.00| 175.00000 17500.00 EXCAVATION, COMMON | | | 0012 203-02070 1430.000 CYS | 9.71000 13885.30| 8.00000 11440.00| 12.00000 17160.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,528,893.66 ROUTE : 67 CALL ORDER : 231 CONTRACT ID : R -28049-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1438272 |( 2 ) 34-1556319 |( 3 ) 90-0177865 |DAVES EXCAVATING, INC. |JUTTE EXCAVATING, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-51223 180.000 CYS | 16.19000 2914.20| 10.00000 1800.00| 50.00000 9000.00 EXCAVATION, WATERWAY | | | 0014 205-06937 380.000 LFT | 4.33000 1645.40| 2.18000 828.40| 2.20000 836.00 TEMPORARY SILT FENCE | | | 0015 207-07498 2630.000 SYS | 4.81000 12650.30| 4.56000 11992.80| 7.00000 18410.00 SUBGRADE TREATMENT, TYPE A (3 A) | | | 0016 211-07454 1395.000 CYS | 21.30000 29713.50| 14.00000 19530.00| 35.00000 48825.00 STRUCTURE BACKFILL | | | 0017 213-08058 885.000 CYS | 51.26000 45365.10| 60.00000 53100.00| 65.00000 57525.00 FLOWABLE BACKFILL | | | 0018 303-01180 1050.000 TON | 16.23000 17041.50| 14.00000 14700.00| 20.00000 21000.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0019 303-07449 166.000 TON | 30.00000 4980.00| 14.00000 2324.00| 33.00000 5478.00 COMPACTED AGGREGATE, NO. 73 | | | 0020 306-08043 1370.000 SYS | 9.03000 12371.10| 6.00000 8220.00| 5.00000 6850.00 MILLING, TRANSITION | | | 0021 402-07432 3000.000 TON | 42.06000 126180.00| 37.50000 112500.00| 39.00000 117000.00 HMA SURFACE, TYPE A | | | 0022 402-07433 631.000 TON | 48.37000 30521.47| 43.19000 27252.89| 44.00000 27764.00 HMA SURFACE, TYPE B | | | 0023 402-07438 651.000 TON | 47.31000 30798.81| 42.24000 27498.24| 43.00000 27993.00 HMA INTERMEDIATE, TYPE B | | | 0024 406-05520 12.000 TON | 246.40000 2956.80| 220.00000 2640.00| 225.00000 2700.00 ASPHALT FOR TACK COAT | | | 0025 601-01846 1.000 EACH | 1904.00000 1904.00| 1700.00000 1700.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06854 3.000 EACH | 2464.00000 7392.00| 2200.00000 6600.00| 2500.00000 7500.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 9.000 EACH | 2688.00000 24192.00| 2400.00000 21600.00| 2100.00000 18900.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 1156.000 LFT | 15.68000 18126.08| 14.00000 16184.00| 12.50000 14450.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 615-06520 1.000 EACH | 840.00000 840.00| 500.00000 500.00| 250.00000 250.00 MONUMENT, RE-ESTABLISH | | | 0030 616-02320 4260.000 SYS | 2.35000 10011.00| 1.50000 6390.00| 1.80000 7668.00 GEOTEXTILES | | | 0031 616-05688 150.000 TON | 30.24000 4536.00| 16.00000 2400.00| 40.00000 6000.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,528,893.66 ROUTE : 67 CALL ORDER : 231 CONTRACT ID : R -28049-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1438272 |( 2 ) 34-1556319 |( 3 ) 90-0177865 |DAVES EXCAVATING, INC. |JUTTE EXCAVATING, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 616-06405 1282.000 TON | 29.52000 37844.64| 16.27000 20858.14| 25.00000 32050.00 RIPRAP, REVETMENT | | | 0033 616-06451 175.000 TON | 27.92000 4886.00| 16.00000 2800.00| 28.00000 4900.00 RIPRAP, UNIFORM | | | 0034 621-01004 3.000 EACH | 616.00000 1848.00| 550.00000 1650.00| 555.00000 1665.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 43315.000 SYS | 0.36000 15593.40| 0.32000 13860.80| 0.33000 14293.95 MULCHED SEEDING, R | | | 0036 621-06570 420.000 CYS | 10.44000 4384.80| 9.00000 3780.00| 48.00000 20160.00 TOP SOIL , ENCASEMENT | | | 0037 714-06660 262.000 SYS | 273.60000 71683.20| 412.20000 107996.40| 325.00000 85150.00 WINGWALL | | | 0038 715-08305 311.000 TON | 61.48000 19120.28| 54.89000 17070.79| 56.00000 17416.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0039 723-08411 53.000 LFT | 1423.29000 75434.37| 2490.50000 131996.50| 1950.00000 103350.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 144 IN. | | | 0040 723-08412 87.000 LFT | 1221.40000 106261.80| 1864.70000 162228.90| 1400.00000 121800.00 STRUCTURE, PRECAST THREE-SIDED, 180 IN. | | | X 124 IN. | | | 0041 723-08413 70.000 LFT | 1161.40000 81298.00| 2095.70000 146699.00| 1770.00000 123900.00 STRUCTURE, PRECAST THREE-SIDED, 180 IN. | | | X 120 IN. | | | 0042 801-04308 5.000 EACH | 195.00000 975.00| 175.00000 875.00| 122.00000 610.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06207 200.000 LFT | 2.04000 408.00| 2.00000 400.00| 2.00000 400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06625 66.000 EACH | 76.16000 5026.56| 68.00000 4488.00| 66.00000 4356.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 44.000 EACH | 94.08000 4139.52| 84.00000 3696.00| 81.00000 3564.00 CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP | 8736.00000 8736.00| 16800.00000 16800.00| 7737.70000 7737.70 MAINTAINING TRAFFIC | | | 0047 801-07118 144.000 LFT | 8.96000 1290.24| 8.00000 1152.00| 7.60000 1094.40 BARRICADE, III-A | | | 0048 801-07119 144.000 LFT | 11.76000 1693.44| 10.50000 1512.00| 7.60000 1094.40 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,528,893.66 ROUTE : 67 CALL ORDER : 231 CONTRACT ID : R -28049-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1438272 |( 2 ) 34-1556319 |( 3 ) 90-0177865 |DAVES EXCAVATING, INC. |JUTTE EXCAVATING, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 804-06725 12.000 EACH | 28.00000 336.00| 50.00000 600.00| 19.00000 228.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0050 808-06695 200.000 LFT | 0.56000 112.00| 0.50000 100.00| 0.92000 184.00 LINE, PAINT, SOLID, WHITE, 5 IN. | | | 0051 808-06712 4170.000 LFT | 0.11000 458.70| 0.10000 417.00| 0.11000 458.70 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0052 808-06713 35520.000 LFT | 0.10000 3552.00| 0.09000 3196.80| 0.11000 3907.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0053 808-06714 5615.000 LFT | 0.11000 617.65| 0.10000 561.50| 0.11000 617.65 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0054 808-75996 50.000 EACH | 6.72000 336.00| 5.00000 250.00| 15.00000 750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 50.000 EACH | 56.00000 2800.00| 50.00000 2500.00| 51.00000 2550.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 977,165.52| $ 1,066,313.66| $ 1,097,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 977,165.52| $ 1,066,313.66| $ 1,097,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,528,893.66 ROUTE : 67 CALL ORDER : 231 CONTRACT ID : R -28049-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 8800.00000 8800.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 54900.00000 54900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 601.000 LFT | 4.35000 2614.35| | GUARDRAIL, REMOVE | | | 0007 202-02272 570.000 LFT | 3.00000 1710.00| | PAVED SIDE DITCH, REMOVE | | | 0008 202-51330 LUMP | 25409.00000 25409.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-51330 LUMP | 26428.00000 26428.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 202-51330 LUMP | 20408.00000 20408.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0011 203-02000 100.000 CYS | 20.00000 2000.00| | EXCAVATION, COMMON | | | 0012 203-02070 1430.000 CYS | 5.00000 7150.00| | BORROW | | | 0013 203-51223 180.000 CYS | 40.00000 7200.00| | EXCAVATION, WATERWAY | | | 0014 205-06937 380.000 LFT | 2.46000 934.80| | TEMPORARY SILT FENCE | | | 0015 207-07498 2630.000 SYS | 6.00000 15780.00| | SUBGRADE TREATMENT, TYPE A (3 A) | | | 0016 211-07454 1395.000 CYS | 24.25000 33828.75| | STRUCTURE BACKFILL | | | 0017 213-08058 885.000 CYS | 70.29000 62206.65| | FLOWABLE BACKFILL | | | 0018 303-01180 1050.000 TON | 20.28000 21294.00| | COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,528,893.66 ROUTE : 67 CALL ORDER : 231 CONTRACT ID : R -28049-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 303-07449 166.000 TON | 30.11000 4998.26| | COMPACTED AGGREGATE, NO. 73 | | | 0020 306-08043 1370.000 SYS | 5.16000 7069.20| | MILLING, TRANSITION | | | 0021 402-07432 3000.000 TON | 42.40000 127200.00| | HMA SURFACE, TYPE A | | | 0022 402-07433 631.000 TON | 48.80000 30792.80| | HMA SURFACE, TYPE B | | | 0023 402-07438 651.000 TON | 47.77000 31098.27| | HMA INTERMEDIATE, TYPE B | | | 0024 406-05520 12.000 TON | 248.00000 2976.00| | ASPHALT FOR TACK COAT | | | 0025 601-01846 1.000 EACH | 1800.00000 1800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06854 3.000 EACH | 2797.00000 8391.00| | GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 9.000 EACH | 2275.00000 20475.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 1156.000 LFT | 13.95000 16126.20| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 615-06520 1.000 EACH | 500.00000 500.00| | MONUMENT, RE-ESTABLISH | | | 0030 616-02320 4260.000 SYS | 1.60000 6816.00| | GEOTEXTILES | | | 0031 616-05688 150.000 TON | 39.32000 5898.00| | RIPRAP, CLASS 1 | | | 0032 616-06405 1282.000 TON | 18.81000 24114.42| | RIPRAP, REVETMENT | | | 0033 616-06451 175.000 TON | 23.56000 4123.00| | RIPRAP, UNIFORM | | | 0034 621-01004 3.000 EACH | 620.00000 1860.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 43315.000 SYS | 0.36000 15593.40| | MULCHED SEEDING, R | | | 0036 621-06570 420.000 CYS | 20.00000 8400.00| | TOP SOIL , ENCASEMENT | | | 0037 714-06660 262.000 SYS | 398.00000 104276.00| | WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,528,893.66 ROUTE : 67 CALL ORDER : 231 CONTRACT ID : R -28049-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-08305 311.000 TON | 62.00000 19282.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0039 723-08411 53.000 LFT | 1580.00000 83740.00| | STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 144 IN. | | | 0040 723-08412 87.000 LFT | 1580.00000 137460.00| | STRUCTURE, PRECAST THREE-SIDED, 180 IN. | | | X 124 IN. | | | 0041 723-08413 70.000 LFT | 1578.00000 110460.00| | STRUCTURE, PRECAST THREE-SIDED, 180 IN. | | | X 120 IN. | | | 0042 801-04308 5.000 EACH | 198.00000 990.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06207 200.000 LFT | 1.00000 200.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06625 66.000 EACH | 77.00000 5082.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 44.000 EACH | 95.00000 4180.00| | CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP | 1500.00000 1500.00| | MAINTAINING TRAFFIC | | | 0047 801-07118 144.000 LFT | 9.00000 1296.00| | BARRICADE, III-A | | | 0048 801-07119 144.000 LFT | 12.00000 1728.00| | BARRICADE, III-B | | | 0049 804-06725 12.000 EACH | 20.00000 240.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0050 808-06695 200.000 LFT | 0.57000 114.00| | LINE, PAINT, SOLID, WHITE, 5 IN. | | | 0051 808-06712 4170.000 LFT | 0.11000 458.70| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0052 808-06713 35520.000 LFT | 0.10000 3552.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0053 808-06714 5615.000 LFT | 0.11000 617.65| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0054 808-75996 50.000 EACH | 6.00000 300.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 231 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,528,893.66 ROUTE : 67 CALL ORDER : 231 CONTRACT ID : R -28049-A COUNTIES : JAY LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-75998 50.000 EACH | 56.50000 2825.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,099,198.45| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,099,198.45| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 65 CALL ORDER : 241 CONTRACT ID : R -28095-A COUNTIES : BOONE MARION LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/05 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 $ 2,706,128.85 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,968,869.31 109.7091% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,363,042.04 ROUTE : 8 CALL ORDER : 321 CONTRACT ID : RS-27428-A COUNTIES : DEKALB NOBLE LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/05 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. $ 1,064,501.50 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,092,383.15 102.6192% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |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 105-07039 6.000 MOS | 1400.00000 8400.00| 1560.00000 9360.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 53000.00000 53000.00| 54000.00000 54000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-91922 2.000 EACH | 200.00000 400.00| 425.00000 850.00| STUMP, REMOVE | | | 0006 202-93741 8.000 EACH | 250.00000 2000.00| 250.00000 2000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 301-07448 4000.000 TON | 3.00000 12000.00| 4.00000 16000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-01180 600.000 TON | 34.00000 20400.00| 23.85000 14310.00| COMPACTED AGGREGATE, NO. 53 | | | 0009 304-07490 600.000 TON | 75.00000 45000.00| 55.00000 33000.00| HMA PATCHING, TYPE B | | | 0010 304-07492 7025.000 TON | 29.00000 203725.00| 20.50000 144012.50| WIDENING WITH HMA, TYPE A | | | 0011 306-08032 10005.000 SYS | 0.01000 100.05| 0.01000 100.05| MILLING, TRANSITION | | | 0012 306-08033 113570.000 SYS | 0.35000 39749.50| 0.23000 26121.10| MILLING, ASPHALT, 1 IN. | | | 0013 401-06264 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,363,042.04 ROUTE : 8 CALL ORDER : 321 CONTRACT ID : RS-27428-A COUNTIES : DEKALB NOBLE LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 401-07323 10467.000 TON | 46.00000 481482.00| 25.00000 261675.00| QC/QA-HMA, 4, 64, SURFACE, 9.5 mm | | | 0015 402-07451 1465.000 TON | 30.00000 43950.00| 35.00000 51275.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0016 406-05520 28.000 TON | 1.00000 28.00| 200.00000 5600.00| ASPHALT FOR TACK COAT | | | 0017 601-01846 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-94689 7.000 EACH | 2300.00000 16100.00| 2300.00000 16100.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 2.000 EACH | 950.00000 1900.00| 950.00000 1900.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 610-07486 700.000 TON | 12.00000 8400.00| 55.00000 38500.00| HMA FOR APPROACHES, TYPE A | | | 0021 615-06520 12.000 EACH | 400.00000 4800.00| 585.00000 7020.00| MONUMENT, RE-ESTABLISH | | | 0022 615-06527 9.000 EACH | 300.00000 2700.00| 585.00000 5265.00| MONUMENT, SECTION CORNER | | | 0023 801-06203 4200.000 LFT | 0.34000 1428.00| 0.01000 42.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 4200.000 LFT | 0.70000 2940.00| 0.01000 42.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 33.000 EACH | 95.00000 3135.00| 95.00000 3135.00| CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP | 80200.00000 80200.00| 305610.00000 305610.00| MAINTAINING TRAFFIC | | | 0027 802-05704 80.000 LFT | 10.00000 800.00| 11.60000 928.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0028 802-91122 7.000 EACH | 25.00000 175.00| 75.00000 525.00| SIGN, GROUND MOUNTED, RESET | | | 0029 804-06771 5.000 EACH | 25.00000 125.00| 28.00000 140.00| DELINEATOR POST, FLEXIBLE | | | 0030 808-03631 76620.000 LFT | 0.01000 766.20| 0.30000 22986.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0031 808-03632 57505.000 LFT | 0.01000 575.05| 0.30000 17251.50| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,363,042.04 ROUTE : 8 CALL ORDER : 321 CONTRACT ID : RS-27428-A COUNTIES : DEKALB NOBLE LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-04896 4620.000 LFT | 0.01000 46.20| 0.30000 1386.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0033 808-05534 520.000 LFT | 0.80000 416.00| 0.80000 416.00| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0034 808-05535 675.000 LFT | 9.50000 6412.50| 9.50000 6412.50| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0035 808-07310 270.000 LFT | 4.25000 1147.50| 4.25000 1147.50| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0036 808-74805 210.000 LFT | 9.95000 2089.50| 9.95000 2089.50| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0037 808-74807 27.000 EACH | 5.00000 135.00| 123.00000 3321.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0038 808-74808 12.000 EACH | 5.00000 60.00| 130.00000 1560.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0039 808-75996 1058.000 EACH | 3.00000 3174.00| 2.75000 2909.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-75998 1120.000 EACH | 3.00000 3360.00| 18.00000 20160.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0041 808-98000 2900.000 LFT | 2.00000 5800.00| 0.80000 2320.00| LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0042 203-90014 9.000 STA | 420.00000 3780.00| 690.00000 6210.00| LINEAR GRADING | | | 0043 203-02070 100.000 CYS | 1.00000 100.00| 0.01000 1.00| BORROW | | | SECTION TOTALS | $ 1,064,501.50| $ 1,092,383.15| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,064,501.50| $ 1,092,383.15| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 464,578.27 ROUTE : I-69 CALL ORDER : 331 CONTRACT ID : RS-27441-A COUNTIES : ALLEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 297,017.17 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 328,075.20 110.4566% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( ) |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PATCH AND REHAB PAVEMENT | | | 0001 105-07039 3.000 MOS | 985.41000 2956.23| 1500.00000 4500.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 14850.00000 14850.00| 16000.00000 16000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-90277 1.000 EACH | 400.00000 400.00| 400.00000 400.00| DETECTOR HOUSING, REMOVE | | | 0006 303-07449 326.000 TON | 18.40000 5998.40| 21.00000 6846.00| COMPACTED AGGREGATE, NO. 73 | | | 0007 306-08034 6320.000 SYS | 1.50000 9480.00| 1.50000 9480.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 402-07784 562.000 TON | 55.30000 31078.60| 50.00000 28100.00| HMA SURFACE, TYPE D | | | 0009 406-05520 2.000 TON | 200.00000 400.00| 200.00000 400.00| ASPHALT FOR TACK COAT | | | 0010 503-05240 24.000 LFT | 15.00000 360.00| 10.00000 240.00| D-1 CONTRACTION JOINT | | | 0011 506-06333 1135.200 SYS | 80.00000 90816.00| 140.00000 158928.00| PCCP PATCHING, FULL DEPTH | | | 0012 506-06334 258.200 SYS | 180.00000 46476.00| 134.00000 34598.80| PCCP PATCHING, PARTIAL DEPTH | | | 0014 720-44000 1.000 EACH | 450.00000 450.00| 220.00000 220.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 464,578.27 ROUTE : I-69 CALL ORDER : 331 CONTRACT ID : RS-27441-A COUNTIES : ALLEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( ) |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 801-01093 6.000 EACH | 300.00000 1800.00| 475.00000 2850.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0016 801-06203 3537.000 LFT | 0.01000 35.37| 0.15000 530.55| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 3537.000 LFT | 0.01000 35.37| 0.75000 2652.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 14.000 EACH | 79.00000 1106.00| 79.00000 1106.00| CONSTRUCTION SIGN, A | | | 0019 801-06710 50.000 DAY | 12.00000 600.00| 12.00000 600.00| FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 48824.10000 48824.10| 20597.00000 20597.00| MAINTAINING TRAFFIC | | | 0021 801-92448 300.000 DAY | 5.00000 1500.00| 0.01000 3.00| CONSTRUCTION SIGNS, MOBILE | | | 0022 805-02441 870.000 LFT | 0.25000 217.50| 0.25000 217.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0023 805-78785 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| SIGNAL DETECTOR HOUSING | | | 0024 805-78795 300.000 LFT | 10.00000 3000.00| 10.00000 3000.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 808-75998 10.000 EACH | 150.00000 1500.00| 150.00000 1500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 808-03002 2570.000 LFT | 0.48000 1233.60| 0.48000 1233.60| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0033 808-03631 6880.000 LFT | 0.48000 3302.40| 0.48000 3302.40| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0034 808-03632 2855.000 LFT | 0.48000 1370.40| 0.48000 1370.40| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0035 808-74805 20.000 LFT | 12.50000 250.00| 12.50000 250.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0036 808-74807 18.000 EACH | 80.00000 1440.00| 80.00000 1440.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0037 808-74808 8.000 EACH | 120.00000 960.00| 120.00000 960.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 464,578.27 ROUTE : I-69 CALL ORDER : 331 CONTRACT ID : RS-27441-A COUNTIES : ALLEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( ) |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 305-03375 2826.000 LFT | 1.02000 2882.52| 1.02000 2882.52| CRACKS, TRANSVERSE, ROUT, CLEAN, AND | | | SEAL | | | 0039 305-93341 11030.000 LFT | 0.90000 9927.00| 0.90000 9927.00| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0040 305-93342 5981.000 LFT | 1.28000 7655.68| 1.28000 7655.68| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0041 610-07486 85.000 TON | 50.00000 4250.00| 50.00000 4250.00| HMA FOR APPROACHES, TYPE A | | | 0042 621-06575 86.000 SYS | 10.00000 860.00| 12.00000 1032.00| SODDING, NURSERY | | | SECTION TOTALS | $ 297,017.17| $ 328,075.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 297,017.17| $ 328,075.20| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,802,127.01 ROUTE : 32 CALL ORDER : 341 CONTRACT ID : RS-27540-A COUNTIES : DELAWARE MADISON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/11/05 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. $ 1,950,000.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,109,230.16 108.1656% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |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 | 15000.00000 15000.00| 11000.00000 11000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2500.00000 10000.00| 2200.00000 8800.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 97500.00000 97500.00| 91500.00000 91500.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02278 9120.000 LFT | 4.00000 36480.00| 9.50000 86640.00| CURB, CONCRETE, REMOVE | | | 0007 202-52710 2305.000 SYS | 5.00000 11525.00| 8.50000 19592.50| SIDEWALK, CONCRETE, REMOVE | | | 0008 202-93741 4.000 EACH | 250.00000 1000.00| 625.00000 2500.00| GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02000 1711.000 CYS | 35.00000 59885.00| 30.00000 51330.00| EXCAVATION, COMMON | | | 0010 303-07449 1465.000 TON | 28.00000 41020.00| 23.00000 33695.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 306-08032 15380.000 SYS | 0.80000 12304.00| 0.01000 153.80| MILLING, TRANSITION | | | 0012 306-08033 49755.000 SYS | 1.25000 62193.75| 0.70000 34828.50| MILLING, ASPHALT, 1 IN. | | | 0013 306-08039 84337.000 SYS | 0.25000 21084.25| 0.80000 67469.60| MILLING, ASPHALT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,802,127.01 ROUTE : 32 CALL ORDER : 341 CONTRACT ID : RS-27540-A COUNTIES : DELAWARE MADISON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 401-06264 LUMP | 4000.00000 4000.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0015 401-07328 12095.000 TON | 40.00000 483800.00| 45.00000 544275.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0016 401-07398 14889.000 TON | 32.00000 476448.00| 34.00000 506226.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0017 401-07413 1655.000 TON | 32.00000 52960.00| 39.00000 64545.00| QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0018 405-05518 4300.000 SYS | 0.01000 43.00| 0.01000 43.00| ASPHALT FOR PRIME COAT | | | 0019 406-05520 50.000 TON | 200.00000 10000.00| 180.00000 9000.00| ASPHALT FOR TACK COAT | | | 0020 506-06334 200.000 SYS | 140.00000 28000.00| 120.00000 24000.00| PCCP PATCHING, PARTIAL DEPTH | | | 0021 601-94689 4.000 EACH | 2650.00000 10600.00| 2300.00000 9200.00| GUARDRAIL END TREATMENT, OS | | | 0022 604-07896 90.000 SYS | 110.00000 9900.00| 80.00000 7200.00| CURB RAMP, CONCRETE, B | | | 0023 604-07902 922.000 SYS | 60.00000 55320.00| 80.00000 73760.00| CURB RAMP, CONCRETE, H | | | 0024 604-91531 2236.000 SYS | 45.00000 100620.00| 33.00000 73788.00| SIDEWALK, CONCRETE, 4 IN. | | | 0025 605-06120 9120.000 LFT | 12.00000 109440.00| 20.00000 182400.00| CURB, CONCRETE | | | 0026 610-07488 760.000 TON | 110.00000 83600.00| 83.00000 63080.00| HMA FOR APPROACHES, TYPE C | | | 0027 612-04315 23.000 TON | 803.00000 18469.00| 803.00000 18469.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0028 612-60410 384.000 EACH | 7.50000 2880.00| 7.50000 2880.00| DRILLED HOLE FOR UNDERSEAL | | | 0029 615-06525 10.000 EACH | 450.00000 4500.00| 440.00000 4400.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0030 715-05119 9.000 LFT | 200.00000 1800.00| 170.00000 1530.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0031 720-44000 50.000 EACH | 500.00000 25000.00| 370.00000 18500.00| CASTING, ADJUST TO GRADE | | | 0032 801-06207 6000.000 LFT | 1.00000 6000.00| 1.20000 7200.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,802,127.01 ROUTE : 32 CALL ORDER : 341 CONTRACT ID : RS-27540-A COUNTIES : DELAWARE MADISON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06640 52.000 EACH | 84.00000 4368.00| 84.00000 4368.00| CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP | 63403.24000 63403.24| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0035 805-02328 4000.000 LFT | 0.50000 2000.00| 0.50000 2000.00| SIGNAL CABLE, 1C 14GA. | | | 0036 805-78795 1000.000 LFT | 6.50000 6500.00| 6.50000 6500.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0037 808-06701 650.000 LFT | 0.30000 195.00| 0.30000 195.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0038 808-06703 57200.000 LFT | 0.21000 12012.00| 0.21000 12012.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0039 808-74815 370.000 LFT | 1.25000 462.50| 1.25000 462.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0040 808-75240 6133.000 LFT | 0.30000 1839.90| 0.30000 1839.90| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0041 808-75245 20996.000 LFT | 0.21000 4409.16| 0.21000 4409.16| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75297 632.000 LFT | 2.85000 1801.20| 2.85000 1801.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75320 14.000 EACH | 50.00000 700.00| 50.00000 700.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0044 808-75325 7.000 EACH | 55.00000 385.00| 55.00000 385.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 808-75340 2.000 EACH | 275.00000 550.00| 275.00000 550.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 1,950,000.00| $ 2,109,230.16| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,950,000.00| $ 2,109,230.16| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,269.52 ROUTE : SR 9 CALL ORDER : 351 CONTRACT ID : RS-27546-A COUNTIES : MADISON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,278,500.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,598,760.82 125.0497% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |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 | 7100.00000 7100.00| 17500.00000 17500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2250.00000 6750.00| 2300.00000 6900.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 63900.00000 63900.00| 52600.00000 52600.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02279 10357.000 LFT | 4.00000 41428.00| 7.60000 78713.20| CURB AND GUTTER, REMOVE | | | 0007 303-07449 6.000 TON | 70.00000 420.00| 43.00000 258.00| COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07491 60.000 TON | 175.00000 10500.00| 200.00000 12000.00| HMA PATCHING, TYPE C | | | 0009 306-08032 18005.000 SYS | 1.00000 18005.00| 1.60000 28808.00| MILLING, TRANSITION | | | 0010 306-08034 188496.000 SYS | 0.62000 116867.52| 0.80000 150796.80| MILLING, ASPHALT, 1 1/2 IN. | | | 0011 401-06264 LUMP | 4000.00000 4000.00| 5900.00000 5900.00| PROFILOGRAPH, HMA | | | 0012 401-07328 15551.000 TON | 41.00000 637591.00| 49.00000 761999.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0013 406-05520 48.000 TON | 185.00000 8880.00| 175.00000 8400.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,269.52 ROUTE : SR 9 CALL ORDER : 351 CONTRACT ID : RS-27546-A COUNTIES : MADISON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 605-06150 10357.000 LFT | 12.00000 124284.00| 19.00000 196783.00| CURB AND GUTTER, C, CONCRETE | | | 0015 610-07488 1500.000 TON | 80.00000 120000.00| 90.00000 135000.00| HMA FOR APPROACHES, TYPE C | | | 0016 615-06525 10.000 EACH | 450.00000 4500.00| 195.00000 1950.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 801-06207 2335.000 LFT | 2.00000 4670.00| 0.90000 2101.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 47.000 EACH | 65.00000 3055.00| 65.00000 3055.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 22032.28000 22032.28| 46000.00000 46000.00| MAINTAINING TRAFFIC | | | 0020 805-02328 16000.000 LFT | 0.50000 8000.00| 0.50000 8000.00| SIGNAL CABLE, 1C 14GA. | | | 0021 805-78795 4000.000 LFT | 6.00000 24000.00| 6.25000 25000.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06706 1695.000 LFT | 0.01000 16.95| 0.05000 84.75| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0023 808-06711 11672.000 LFT | 0.15000 1750.80| 0.16000 1867.52| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0024 808-06712 24523.000 LFT | 0.01000 245.23| 0.05000 1226.15| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 12430.000 LFT | 0.15000 1864.50| 0.16000 1988.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 53710.000 LFT | 0.15000 8056.50| 0.16000 8593.60| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75008 1700.000 LFT | 0.50000 850.00| 0.52000 884.00| LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0028 808-75297 2120.000 LFT | 3.75000 7950.00| 3.90000 8268.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 808-75320 107.000 EACH | 65.00000 6955.00| 65.00000 6955.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 40.000 EACH | 75.00000 3000.00| 75.00000 3000.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,733,269.52 ROUTE : SR 9 CALL ORDER : 351 CONTRACT ID : RS-27546-A COUNTIES : MADISON LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75996 1322.000 EACH | 0.01000 13.22| 1.00000 1322.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 1322.000 EACH | 16.50000 21813.00| 17.25000 22804.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,278,500.00| $ 1,598,760.82| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,278,500.00| $ 1,598,760.82| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,780,945.67 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : RS-27584-A COUNTIES : JASPER LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 1,492,260.68 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,495,354.13 100.2073% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,499,940.20 100.5146% 4 35-1139301 E & B PAVING, INC. $ 1,583,011.29 106.0814% ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |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 | 5000.00000 5000.00| 12375.00000 12375.00| 4700.00000 4700.00 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 100.00000 100.00 PHONE(SUPERVISOR) | | | 0003 105-06905 3.000 EACH | 200.00000 600.00| 110.00000 330.00| 100.00000 300.00 PHONE(INSPECTOR) | | | 0004 105-06906 9.000 MOS | 200.00000 1800.00| 200.00000 1800.00| 80.00000 720.00 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 9.000 MOS | 200.00000 1800.00| 110.00000 990.00| 60.00000 540.00 CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 9.000 MOS | 1750.00000 15750.00| 2850.00000 25650.00| 2025.00000 18225.00 FIELD OFFICE, B | | | 0007 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0008 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0009 110-01001 LUMP | 74700.00000 74700.00| 74770.00000 74770.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02278 1450.000 LFT | 10.00000 14500.00| 3.50000 5075.00| 6.50000 9425.00 CURB, CONCRETE, REMOVE | | | 0011 202-52710 550.000 SYS | 15.00000 8250.00| 15.00000 8250.00| 11.00000 6050.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-93741 4.000 EACH | 350.00000 1400.00| 350.00000 1400.00| 725.00000 2900.00 GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,780,945.67 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : RS-27584-A COUNTIES : JASPER LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02080 0.040 MILE | 90000.00000 3600.00| 100000.00000 4000.00| 99000.00000 3960.00 LINEAR GRADING | | | 0014 303-07449 1850.000 TON | 12.00000 22200.00| 20.00000 37000.00| 15.00000 27750.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07491 500.000 TON | 140.00000 70000.00| 150.00000 75000.00| 122.00000 61000.00 HMA PATCHING, TYPE C | | | 0016 306-08033 81131.000 SYS | 0.70000 56791.70| 0.60000 48678.60| 0.80000 64904.80 MILLING, ASPHALT, 1 IN. | | | 0017 306-08034 39330.000 SYS | 0.95000 37363.50| 0.70000 27531.00| 1.20000 47196.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0018 306-08043 4500.000 SYS | 1.40000 6300.00| 6.50000 29250.00| 2.10000 9450.00 MILLING, TRANSITION | | | 0019 401-06264 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0020 401-07328 9938.000 TON | 44.50000 442241.00| 45.00000 447210.00| 43.00000 427334.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07379 8924.000 TON | 42.50000 379270.00| 37.00000 330188.00| 35.00000 312340.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0022 406-05520 62.000 TON | 300.00000 18600.00| 150.00000 9300.00| 243.00000 15066.00 ASPHALT FOR TACK COAT | | | 0023 601-94689 4.000 EACH | 3125.00000 12500.00| 2750.00000 11000.00| 3300.00000 13200.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 2.000 EACH | 1050.00000 2100.00| 1050.00000 2100.00| 1050.00000 2100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 604-06070 144.000 SYS | 100.00000 14400.00| 65.00000 9360.00| 55.00000 7920.00 SIDEWALK, CONCRETE | | | 0026 604-07894 107.000 SYS | 100.00000 10700.00| 95.00000 10165.00| 115.00000 12305.00 CURB RAMP, CONCRETE, A | | | 0027 604-07896 80.000 SYS | 110.00000 8800.00| 85.00000 6800.00| 132.00000 10560.00 CURB RAMP, CONCRETE, B , SIDEWALK | | | ELEVATION TRANSITION | | | 0028 604-07897 94.500 SYS | 130.00000 12285.00| 95.00000 8977.50| 320.00000 30240.00 CURB RAMP, CONCRETE, C | | | 0029 604-07901 101.000 SYS | 120.00000 12120.00| 90.00000 9090.00| 157.00000 15857.00 CURB RAMP, CONCRETE, G | | | 0030 604-07902 5.000 SYS | 150.00000 750.00| 115.00000 575.00| 260.00000 1300.00 CURB RAMP, CONCRETE, H | | | 0031 605-06120 3300.000 LFT | 13.00000 42900.00| 21.00000 69300.00| 23.50000 77550.00 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,780,945.67 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : RS-27584-A COUNTIES : JASPER LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 610-07488 580.000 TON | 75.00000 43500.00| 95.00000 55100.00| 74.00000 42920.00 HMA FOR APPROACHES, TYPE C | | | 0033 612-04315 71.300 TON | 772.00000 55043.60| 772.00000 55043.60| 775.00000 55257.50 ASPHALT MATERIAL FOR UNDERSEAL | | | 0034 612-60410 1328.000 EACH | 6.50000 8632.00| 6.50000 8632.00| 6.50000 8632.00 DRILLED HOLE FOR UNDERSEAL | | | 0035 615-06520 4.000 EACH | 550.00000 2200.00| 750.00000 3000.00| 550.00000 2200.00 MONUMENT, RE-ESTABLISH | | | 0036 720-44000 23.000 EACH | 250.00000 5750.00| 275.00000 6325.00| 535.00000 12305.00 CASTING, ADJUST TO GRADE | | | 0037 801-06203 5793.000 LFT | 0.23000 1332.39| 0.23000 1332.39| 0.50000 2896.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 3321.000 LFT | 2.25000 7472.25| 1.00000 3321.00| 1.20000 3985.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 44.000 EACH | 84.00000 3696.00| 84.00000 3696.00| 96.00000 4224.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 35000.00000 35000.00| 5500.00000 5500.00| 57540.00000 57540.00 MAINTAINING TRAFFIC | | | 0041 804-06771 25.000 EACH | 28.00000 700.00| 25.00000 625.00| 25.00000 625.00 DELINEATOR POST, FLEXIBLE | | | 0042 805-02503 3600.000 LFT | 0.22000 792.00| 0.22000 792.00| 0.22000 792.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0043 805-78795 1200.000 LFT | 9.05000 10860.00| 9.05000 10860.00| 9.10000 10920.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 808-06703 426.000 LFT | 0.24000 102.24| 0.24000 102.24| 0.30000 127.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0045 808-06713 67370.000 LFT | 0.08000 5389.60| 0.09000 6063.30| 0.09000 6063.30 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-75240 7350.000 LFT | 0.24000 1764.00| 0.36000 2646.00| 0.25000 1837.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0047 808-75245 14860.000 LFT | 0.24000 3566.40| 0.22000 3269.20| 0.24000 3566.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0048 808-75297 170.000 LFT | 5.50000 935.00| 4.35000 739.50| 4.60000 782.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0049 808-75300 676.000 LFT | 1.50000 1014.00| 1.45000 980.20| 1.20000 811.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,780,945.67 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : RS-27584-A COUNTIES : JASPER LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-75340 2.000 EACH | 350.00000 700.00| 275.00000 550.00| 350.00000 700.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0051 808-75996 576.000 EACH | 3.00000 1728.00| 4.00000 2304.00| 4.50000 2592.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 576.000 EACH | 16.50000 9504.00| 16.85000 9705.60| 18.00000 10368.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 203-02070 100.000 CYS | 30.00000 3000.00| 70.00000 7000.00| 31.00000 3100.00 BORROW | | | 0054 621-06574 1100.000 SYS | 6.96000 7656.00| 24.00000 26400.00| 7.00000 7700.00 SODDING | | | SECTION TOTALS | $ 1,492,260.68| $ 1,495,354.13| $ 1,499,940.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,492,260.68| $ 1,495,354.13| $ 1,499,940.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,780,945.67 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : RS-27584-A COUNTIES : JASPER LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |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 105-06845 LUMP | 5930.00000 5930.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 167.00000 167.00| | PHONE(SUPERVISOR) | | | 0003 105-06905 3.000 EACH | 150.00000 450.00| | PHONE(INSPECTOR) | | | 0004 105-06906 9.000 MOS | 120.00000 1080.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 9.000 MOS | 200.00000 1800.00| | CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 9.000 MOS | 1400.00000 12600.00| | FIELD OFFICE, B | | | 0007 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0008 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0009 110-01001 LUMP | 79000.00000 79000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02278 1450.000 LFT | 35.00000 50750.00| | CURB, CONCRETE, REMOVE | | | 0011 202-52710 550.000 SYS | 35.00000 19250.00| | SIDEWALK, CONCRETE, REMOVE | | | 0012 202-93741 4.000 EACH | 350.00000 1400.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02080 0.040 MILE | 45000.00000 1800.00| | LINEAR GRADING | | | 0014 303-07449 1850.000 TON | 14.00000 25900.00| | COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07491 500.000 TON | 65.00000 32500.00| | HMA PATCHING, TYPE C | | | 0016 306-08033 81131.000 SYS | 0.35000 28395.85| | MILLING, ASPHALT, 1 IN. | | | 0017 306-08034 39330.000 SYS | 0.35000 13765.50| | MILLING, ASPHALT, 1 1/2 IN. | | | 0018 306-08043 4500.000 SYS | 4.00000 18000.00| | MILLING, TRANSITION | | | 0019 401-06264 LUMP | 2600.00000 2600.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,780,945.67 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : RS-27584-A COUNTIES : JASPER LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07328 9938.000 TON | 42.00000 417396.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07379 8924.000 TON | 40.00000 356960.00| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0022 406-05520 62.000 TON | 1.00000 62.00| | ASPHALT FOR TACK COAT | | | 0023 601-94689 4.000 EACH | 2750.00000 11000.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 2.000 EACH | 1050.00000 2100.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 604-06070 144.000 SYS | 90.00000 12960.00| | SIDEWALK, CONCRETE | | | 0026 604-07894 107.000 SYS | 250.00000 26750.00| | CURB RAMP, CONCRETE, A | | | 0027 604-07896 80.000 SYS | 158.00000 12640.00| | CURB RAMP, CONCRETE, B , SIDEWALK | | | ELEVATION TRANSITION | | | 0028 604-07897 94.500 SYS | 210.00000 19845.00| | CURB RAMP, CONCRETE, C | | | 0029 604-07901 101.000 SYS | 210.00000 21210.00| | CURB RAMP, CONCRETE, G | | | 0030 604-07902 5.000 SYS | 400.00000 2000.00| | CURB RAMP, CONCRETE, H | | | 0031 605-06120 3300.000 LFT | 26.75000 88275.00| | CURB, CONCRETE | | | 0032 610-07488 580.000 TON | 40.00000 23200.00| | HMA FOR APPROACHES, TYPE C | | | 0033 612-04315 71.300 TON | 772.00000 55043.60| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0034 612-60410 1328.000 EACH | 6.50000 8632.00| | DRILLED HOLE FOR UNDERSEAL | | | 0035 615-06520 4.000 EACH | 550.00000 2200.00| | MONUMENT, RE-ESTABLISH | | | 0036 720-44000 23.000 EACH | 390.00000 8970.00| | CASTING, ADJUST TO GRADE | | | 0037 801-06203 5793.000 LFT | 1.00000 5793.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 3321.000 LFT | 1.10000 3653.10| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,780,945.67 ROUTE : US 231 CALL ORDER : 361 CONTRACT ID : RS-27584-A COUNTIES : JASPER LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 801-06640 44.000 EACH | 84.00000 3696.00| | CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 155200.00000 155200.00| | MAINTAINING TRAFFIC | | | 0041 804-06771 25.000 EACH | 24.00000 600.00| | DELINEATOR POST, FLEXIBLE | | | 0042 805-02503 3600.000 LFT | 0.22000 792.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0043 805-78795 1200.000 LFT | 9.05000 10860.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 808-06703 426.000 LFT | 0.24000 102.24| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0045 808-06713 67370.000 LFT | 0.08000 5389.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-75240 7350.000 LFT | 0.24000 1764.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0047 808-75245 14860.000 LFT | 0.24000 3566.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0048 808-75297 170.000 LFT | 5.50000 935.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0049 808-75300 676.000 LFT | 1.50000 1014.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0050 808-75340 2.000 EACH | 350.00000 700.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0051 808-75996 576.000 EACH | 2.00000 1152.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 576.000 EACH | 16.50000 9504.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 203-02070 100.000 CYS | 60.00000 6000.00| | BORROW | | | 0054 621-06574 1100.000 SYS | 6.96000 7656.00| | SODDING | | | SECTION TOTALS | $ 1,583,011.29| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,583,011.29| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 1,357,141.90 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,361,139.94 100.2946% 3 35-1139301 E & B PAVING, INC. $ 1,388,825.40 102.3346% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,566,833.00 115.4509% ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PHEND & BROWN, INC. |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 | 1500.00000 9000.00| 1540.00000 9240.00| 1600.00000 9600.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 65000.00000 65000.00| 68000.00000 68000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 950.000 SYS | 1.00000 950.00| 0.75000 712.50| 10.10000 9595.00 PAVEMENT REMOVAL | | | 0006 202-90277 17.000 EACH | 170.00000 2890.00| 350.00000 5950.00| 170.00000 2890.00 DETECTOR HOUSING, REMOVE | | | 0007 202-93741 4.000 EACH | 540.00000 2160.00| 350.00000 1400.00| 350.00000 1400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 6.000 STA | 470.00000 2820.00| 360.00000 2160.00| 230.00000 1380.00 LINEAR GRADING | | | 0009 213-04324 11.000 CYS | 120.00000 1320.00| 46.00000 506.00| 140.00000 1540.00 FLOWABLE FILL | | | 0010 301-07448 180.000 TON | 35.00000 6300.00| 4.00000 720.00| 10.00000 1800.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 303-01180 1950.000 TON | 13.00000 25350.00| 12.70000 24765.00| 17.00000 33150.00 COMPACTED AGGREGATE, NO. 53 | | | 0012 304-07490 750.000 TON | 100.00000 75000.00| 78.00000 58500.00| 65.00000 48750.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08033 50650.000 SYS | 0.51000 25831.50| 0.33000 16714.50| 0.50000 25325.00 MILLING, ASPHALT, 1 IN. | | | 0014 306-08034 64925.000 SYS | 0.60000 38955.00| 0.39000 25320.75| 0.50000 32462.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08041 950.000 SYS | 1.50000 1425.00| 1.35000 1282.50| 3.00000 2850.00 MILLING, CONCRETE PAVEMENT | | | 0016 306-08043 3600.000 SYS | 3.20000 11520.00| 0.01000 36.00| 6.00000 21600.00 MILLING, TRANSITION | | | 0017 401-06264 LUMP | 8000.00000 8000.00| 5000.00000 5000.00| 2800.00000 2800.00 PROFILOGRAPH, HMA | | | 0018 401-07322 9110.000 TON | 34.00000 309740.00| 34.00000 309740.00| 35.00000 318850.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0019 401-07392 8375.000 TON | 28.00000 234500.00| 27.50000 230312.50| 30.00000 251250.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0020 402-07432 1475.000 TON | 34.00000 50150.00| 37.00000 54575.00| 37.00000 54575.00 HMA SURFACE, TYPE A | | | 0021 402-07435 425.000 TON | 28.00000 11900.00| 28.50000 12112.50| 38.00000 16150.00 HMA INTERMEDIATE, TYPE A FOR SHOULDERS | | | 0023 406-05520 54.000 TON | 180.00000 9720.00| 0.01000 0.54| 1.00000 54.00 ASPHALT FOR TACK COAT | | | 0024 507-07479 110.000 TON | 100.00000 11000.00| 78.00000 8580.00| 75.00000 8250.00 HMA PARTIAL DEPTH PATCH | | | 0025 601-01700 1.000 EACH | 2030.00000 2030.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-94689 3.000 EACH | 3000.00000 9000.00| 2650.00000 7950.00| 2650.00000 7950.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 39.000 LFT | 20.00000 780.00| 28.00000 1092.00| 28.00000 1092.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 604-06070 10.000 SYS | 55.00000 550.00| 105.00000 1050.00| 100.00000 1000.00 SIDEWALK, CONCRETE | | | 0029 604-07897 3.500 SYS | 265.00000 927.50| 295.00000 1032.50| 500.00000 1750.00 CURB RAMP, CONCRETE, C | | | 0030 604-07902 6.500 SYS | 415.00000 2697.50| 164.00000 1066.00| 300.00000 1950.00 CURB RAMP, CONCRETE, H | | | 0031 605-06120 20.000 LFT | 35.00000 700.00| 53.00000 1060.00| 48.00000 960.00 CURB, CONCRETE , CAP | | | 0032 606-07484 250.000 LFT | 14.00000 3500.00| 17.00000 4250.00| 8.00000 2000.00 MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PHEND & BROWN, INC. |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 610-07486 1700.000 TON | 60.00000 102000.00| 50.00000 85000.00| 12.00000 20400.00 HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 1.000 EACH | 120.00000 120.00| 160.00000 160.00| 160.00000 160.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 611-95023 10.000 EACH | 150.00000 1500.00| 150.00000 1500.00| 160.00000 1600.00 MAILBOX ASSEMBLY, RESET | | | 0036 615-06520 5.000 EACH | 380.00000 1900.00| 191.00000 955.00| 450.00000 2250.00 MONUMENT, RE-ESTABLISH | | | 0037 616-06405 10.000 TON | 45.00000 450.00| 44.00000 440.00| 65.00000 650.00 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-02770 100.000 SYS | 5.80000 580.00| 5.80000 580.00| 5.80000 580.00 EROSION CONTROL BLANKET | | | 0040 621-06559 100.000 SYS | 4.02000 402.00| 4.02000 402.00| 4.02000 402.00 MULCHED SEEDING, R | | | 0041 621-06570 10.000 CYS | 40.00000 400.00| 20.00000 200.00| 100.00000 1000.00 TOP SOIL | | | 0042 621-06575 20.000 SYS | 83.50000 1670.00| 83.50000 1670.00| 83.50000 1670.00 SODDING, NURSERY | | | 0043 715-05118 60.000 LFT | 135.00000 8100.00| 73.00000 4380.00| 90.00000 5400.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0044 715-08306 25.000 TON | 70.00000 1750.00| 52.50000 1312.50| 75.00000 1875.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0045 715-46000 1.000 EACH | 265.00000 265.00| 450.00000 450.00| 370.00000 370.00 PIPE END SECTION, 12 IN. | | | 0046 720-44000 6.000 EACH | 450.00000 2700.00| 430.00000 2580.00| 340.00000 2040.00 CASTING, ADJUST TO GRADE | | | 0047 801-06203 7000.000 LFT | 0.40000 2800.00| 0.14000 980.00| 0.50000 3500.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 4075.000 LFT | 1.15000 4686.25| 0.72000 2934.00| 1.08000 4401.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06640 40.000 EACH | 74.00000 2960.00| 74.00000 2960.00| 74.00000 2960.00 CONSTRUCTION SIGN, A | | | 0050 801-06710 30.000 DAY | 12.00000 360.00| 10.00000 300.00| 12.00000 360.00 FLASHING ARROW SIGN | | | 0051 801-06775 LUMP | 30000.00000 30000.00| 148900.00000 148900.00| 143500.00000 143500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 801-92448 100.000 DAY | 2.00000 200.00| 1.25000 125.00| 2.00000 200.00 CONSTRUCTION SIGNS, MOBILE | | | 0054 802-91122 2.000 EACH | 50.00000 100.00| 234.00000 468.00| 50.00000 100.00 SIGN, GROUND MOUNTED, RESET | | | 0055 805-78470 5270.000 LFT | 0.15000 790.50| 1.00000 5270.00| 0.15000 790.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0056 805-78785 17.000 EACH | 415.00000 7055.00| 450.00000 7650.00| 415.00000 7055.00 SIGNAL DETECTOR HOUSING | | | 0057 805-78795 1800.000 LFT | 9.00000 16200.00| 7.50000 13500.00| 9.00000 16200.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0058 808-03002 4700.000 LFT | 1.10000 5170.00| 1.10000 5170.00| 1.10000 5170.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0059 808-03631 60600.000 LFT | 0.76000 46056.00| 0.76000 46056.00| 0.76000 46056.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0060 808-03632 36300.000 LFT | 0.76000 27588.00| 0.76000 27588.00| 0.76000 27588.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0061 808-04896 3425.000 LFT | 0.76000 2603.00| 0.76000 2603.00| 0.76000 2603.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0062 808-05534 625.000 LFT | 1.65000 1031.25| 1.65000 1031.25| 1.65000 1031.25 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0063 808-05535 50.000 LFT | 9.35000 467.50| 9.35000 467.50| 9.35000 467.50 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0064 808-06800 970.000 LFT | 9.35000 9069.50| 9.35000 9069.50| 9.35000 9069.50 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 24 IN. | | | 0065 808-06848 70.000 LFT | 0.76000 53.20| 0.76000 53.20| 0.76000 53.20 LINE, EPOXY, DOTTED, WHITE, 4 IN, 24 IN | | | LINE, 48 IN GAP | | | 0066 808-06849 190.000 LFT | 0.76000 144.40| 0.76000 144.40| 0.76000 144.40 LINE, EPOXY, DOTTED, YELLOW, 4 IN, 24 | | | IN LINE, 48 IN GAP | | | 0067 808-74805 2050.000 LFT | 10.80000 22140.00| 10.80000 22140.00| 10.80000 22140.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0068 808-74807 57.000 EACH | 143.00000 8151.00| 143.00000 8151.00| 143.00000 8151.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0069 808-74808 51.000 EACH | 154.00000 7854.00| 154.00000 7854.00| 154.00000 7854.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 808-75996 725.000 EACH | 22.84000 16559.00| 2.50000 1812.50| 5.47000 3965.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 725.000 EACH | 18.00000 13050.00| 18.00000 13050.00| 18.00000 13050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 808-94455 44.000 LFT | 4.95000 217.80| 4.95000 217.80| 4.95000 217.80 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0073 802-05704 28.000 LFT | 10.00000 280.00| 11.25000 315.00| 10.00000 280.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0074 805-05906 1.000 EACH | 14200.00000 14200.00| 15000.00000 15000.00| 23250.00000 23250.00 ATR STATION- 2 LANE | | | 0075 402-07451 2100.000 TON | 34.00000 71400.00| 29.70000 62370.00| 31.95000 67095.00 HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 1,357,141.90| $ 1,361,139.94| $ 1,388,825.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,357,141.90| $ 1,361,139.94| $ 1,388,825.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE 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 105-07039 6.000 MOS | 1900.00000 11400.00| | FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 950.000 SYS | 16.75000 15912.50| | PAVEMENT REMOVAL | | | 0006 202-90277 17.000 EACH | 350.00000 5950.00| | DETECTOR HOUSING, REMOVE | | | 0007 202-93741 4.000 EACH | 450.00000 1800.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 6.000 STA | 1200.00000 7200.00| | LINEAR GRADING | | | 0009 213-04324 11.000 CYS | 120.00000 1320.00| | FLOWABLE FILL | | | 0010 301-07448 180.000 TON | 31.00000 5580.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 303-01180 1950.000 TON | 16.50000 32175.00| | COMPACTED AGGREGATE, NO. 53 | | | 0012 304-07490 750.000 TON | 71.75000 53812.50| | HMA PATCHING, TYPE B | | | 0013 306-08033 50650.000 SYS | 0.55000 27857.50| | MILLING, ASPHALT, 1 IN. | | | 0014 306-08034 64925.000 SYS | 0.55000 35708.75| | MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08041 950.000 SYS | 3.20000 3040.00| | MILLING, CONCRETE PAVEMENT | | | 0016 306-08043 3600.000 SYS | 2.20000 7920.00| | MILLING, TRANSITION | | | 0017 401-06264 LUMP | 10000.00000 10000.00| | PROFILOGRAPH, HMA | | | 0018 401-07322 9110.000 TON | 46.00000 419060.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0019 401-07392 8375.000 TON | 39.00000 326625.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07432 1475.000 TON | 45.00000 66375.00| | HMA SURFACE, TYPE A | | | 0021 402-07435 425.000 TON | 51.50000 21887.50| | HMA INTERMEDIATE, TYPE A FOR SHOULDERS | | | 0023 406-05520 54.000 TON | 400.00000 21600.00| | ASPHALT FOR TACK COAT | | | 0024 507-07479 110.000 TON | 100.00000 11000.00| | HMA PARTIAL DEPTH PATCH | | | 0025 601-01700 1.000 EACH | 2200.00000 2200.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-94689 3.000 EACH | 2500.00000 7500.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 39.000 LFT | 20.00000 780.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 604-06070 10.000 SYS | 68.00000 680.00| | SIDEWALK, CONCRETE | | | 0029 604-07897 3.500 SYS | 170.00000 595.00| | CURB RAMP, CONCRETE, C | | | 0030 604-07902 6.500 SYS | 100.00000 650.00| | CURB RAMP, CONCRETE, H | | | 0031 605-06120 20.000 LFT | 30.00000 600.00| | CURB, CONCRETE , CAP | | | 0032 606-07484 250.000 LFT | 14.00000 3500.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0033 610-07486 1700.000 TON | 56.00000 95200.00| | HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 1.000 EACH | 200.00000 200.00| | MAILBOX ASSEMBLY, SINGLE | | | 0035 611-95023 10.000 EACH | 480.00000 4800.00| | MAILBOX ASSEMBLY, RESET | | | 0036 615-06520 5.000 EACH | 250.00000 1250.00| | MONUMENT, RE-ESTABLISH | | | 0037 616-06405 10.000 TON | 120.00000 1200.00| | RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH | 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-02770 100.000 SYS | 5.80000 580.00| | EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06559 100.000 SYS | 4.00000 400.00| | MULCHED SEEDING, R | | | 0041 621-06570 10.000 CYS | 45.50000 455.00| | TOP SOIL | | | 0042 621-06575 20.000 SYS | 83.50000 1670.00| | SODDING, NURSERY | | | 0043 715-05118 60.000 LFT | 94.75000 5685.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0044 715-08306 25.000 TON | 89.75000 2243.75| | HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0045 715-46000 1.000 EACH | 380.00000 380.00| | PIPE END SECTION, 12 IN. | | | 0046 720-44000 6.000 EACH | 170.00000 1020.00| | CASTING, ADJUST TO GRADE | | | 0047 801-06203 7000.000 LFT | 0.45000 3150.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 4075.000 LFT | 0.70000 2852.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06640 40.000 EACH | 74.00000 2960.00| | CONSTRUCTION SIGN, A | | | 0050 801-06710 30.000 DAY | 12.00000 360.00| | FLASHING ARROW SIGN | | | 0051 801-06775 LUMP | 30000.00000 30000.00| | MAINTAINING TRAFFIC | | | 0052 801-92448 100.000 DAY | 2.00000 200.00| | CONSTRUCTION SIGNS, MOBILE | | | 0054 802-91122 2.000 EACH | 75.00000 150.00| | SIGN, GROUND MOUNTED, RESET | | | 0055 805-78470 5270.000 LFT | 1.00000 5270.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0056 805-78785 17.000 EACH | 450.00000 7650.00| | SIGNAL DETECTOR HOUSING | | | 0057 805-78795 1800.000 LFT | 7.50000 13500.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0058 808-03002 4700.000 LFT | 0.70000 3290.00| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0059 808-03631 60600.000 LFT | 0.70000 42420.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 808-03632 36300.000 LFT | 0.70000 25410.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0061 808-04896 3425.000 LFT | 0.70000 2397.50| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0062 808-05534 625.000 LFT | 1.50000 937.50| | LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0063 808-05535 50.000 LFT | 12.00000 600.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0064 808-06800 970.000 LFT | 12.00000 11640.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 24 IN. | | | 0065 808-06848 70.000 LFT | 2.50000 175.00| | LINE, EPOXY, DOTTED, WHITE, 4 IN, 24 IN | | | LINE, 48 IN GAP | | | 0066 808-06849 190.000 LFT | 2.50000 475.00| | LINE, EPOXY, DOTTED, YELLOW, 4 IN, 24 | | | IN LINE, 48 IN GAP | | | 0067 808-74805 2050.000 LFT | 15.00000 30750.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0068 808-74807 57.000 EACH | 120.00000 6840.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0069 808-74808 51.000 EACH | 170.00000 8670.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0070 808-75996 725.000 EACH | 5.00000 3625.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 725.000 EACH | 18.00000 13050.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 808-94455 44.000 LFT | 4.00000 176.00| | TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0073 802-05704 28.000 LFT | 15.00000 420.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0074 805-05906 1.000 EACH | 25000.00000 25000.00| | ATR STATION- 2 LANE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 371 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,971,932.94 ROUTE : SR 15 CALL ORDER : 371 CONTRACT ID : RS-27696-A COUNTIES : KOSCIUSKO LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 402-07451 2100.000 TON | 36.50000 76650.00| | HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 1,566,833.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,566,833.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,644.54 ROUTE : 68 CALL ORDER : 381 CONTRACT ID : RS-27769-A COUNTIES : GIBSON POSEY LETTING DATE : 06/01/05 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,344,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 1,378,277.55 102.5504% 3 35-1139301 E & B PAVING, INC. $ 1,450,000.00 107.8869% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |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 105-06845 LUMP | 7500.00000 7500.00| 12000.00000 12000.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1200.00000 9600.00| 1225.00000 9800.00| 1000.00000 8000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 67000.00000 67000.00| 68800.00000 68800.00| 72500.00000 72500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 125.000 LFT | 5.00000 625.00| 5.00000 625.00| 5.00000 625.00 GUARDRAIL, REMOVE | | | 0007 202-02272 525.000 LFT | 7.00000 3675.00| 0.50000 262.50| 10.24000 5376.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-93741 17.000 EACH | 250.00000 4250.00| 250.00000 4250.00| 250.00000 4250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02055 400.000 CYS | 12.80000 5120.00| 7.00000 2800.00| 16.93000 6772.00 EMBANKMENT | | | 0010 203-02376 LUMP | 6300.00000 6300.00| 7000.00000 7000.00| 8000.00000 8000.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0011 205-06937 600.000 LFT | 1.70000 1020.00| 3.00000 1800.00| 2.00000 1200.00 TEMPORARY SILT FENCE | | | 0012 211-07454 30.000 CYS | 31.00000 930.00| 22.00000 660.00| 25.00000 750.00 STRUCTURE BACKFILL | | | 0013 213-08058 180.000 CYS | 55.00000 9900.00| 45.00000 8100.00| 1.00000 180.00 FLOWABLE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,644.54 ROUTE : 68 CALL ORDER : 381 CONTRACT ID : RS-27769-A COUNTIES : GIBSON POSEY LETTING DATE : 06/01/05 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 303-07449 3800.000 TON | 18.00000 68400.00| 17.75000 67450.00| 25.00000 95000.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07491 500.000 TON | 107.00000 53500.00| 60.00000 30000.00| 87.00000 43500.00 HMA PATCHING, TYPE C | | | 0016 306-08042 171210.000 SYS | 0.06000 10272.60| 0.27000 46226.70| 0.40000 68484.00 MILLING, SCARIFICATION/PROFILE | | | 0017 306-08043 14950.000 SYS | 0.99000 14800.50| 1.50000 22425.00| 0.40000 5980.00 MILLING, TRANSITION | | | 0018 401-06264 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 5300.00000 5300.00 PROFILOGRAPH, HMA | | | 0019 401-07328 14450.000 TON | 43.00000 621350.00| 44.50000 643025.00| 43.00000 621350.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0020 402-07452 1300.000 TON | 44.00000 57200.00| 33.00000 42900.00| 50.00000 65000.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0021 405-05517 68.000 TON | 240.00000 16320.00| 290.00000 19720.00| 1.00000 68.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 50.000 TON | 170.00000 8500.00| 190.00000 9500.00| 200.00000 10000.00 ASPHALT FOR TACK COAT | | | 0023 601-01846 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0024 601-94689 17.000 EACH | 3500.00000 59500.00| 2801.00000 47617.00| 2400.00000 40800.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 25.000 LFT | 25.00000 625.00| 25.00000 625.00| 25.00000 625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 610-07488 1300.000 TON | 57.00000 74100.00| 67.00000 87100.00| 70.00000 91000.00 HMA FOR APPROACHES, TYPE C | | | 0027 615-06505 1.000 EACH | 550.00000 550.00| 550.00000 550.00| 550.00000 550.00 MONUMENT, B | | | 0028 615-06527 7.000 EACH | 325.00000 2275.00| 325.00000 2275.00| 325.00000 2275.00 MONUMENT, SECTION CORNER | | | 0029 616-02320 4000.000 SYS | 1.75000 7000.00| 2.00000 8000.00| 3.07000 12280.00 GEOTEXTILES | | | 0030 616-06405 75.000 TON | 40.00000 3000.00| 37.00000 2775.00| 30.03000 2252.25 RIPRAP, REVETMENT | | | 0031 616-06451 2950.000 TON | 26.00000 76700.00| 25.00000 73750.00| 39.36000 116112.00 RIPRAP, UNIFORM | | | 0032 621-01004 2.000 EACH | 1000.00000 2000.00| 500.00000 1000.00| 1000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,644.54 ROUTE : 68 CALL ORDER : 381 CONTRACT ID : RS-27769-A COUNTIES : GIBSON POSEY LETTING DATE : 06/01/05 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-06559 1000.000 SYS | 1.45000 1450.00| 0.55000 550.00| 1.45000 1450.00 MULCHED SEEDING, R | | | 0034 715-05121 119.000 LFT | 50.00000 5950.00| 48.00000 5712.00| 72.25000 8597.75 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0035 715-05123 89.000 LFT | 60.00000 5340.00| 66.00000 5874.00| 119.49000 10634.61 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0036 715-05171 135.000 LFT | 50.00000 6750.00| 35.00000 4725.00| 31.82000 4295.70 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0037 715-08306 36.000 TON | 75.00000 2700.00| 145.00000 5220.00| 1.00000 36.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0038 715-46010 1.000 EACH | 275.00000 275.00| 286.00000 286.00| 418.49000 418.49 PIPE END SECTION, 18 IN. | | | 0039 715-46020 1.000 EACH | 280.00000 280.00| 321.00000 321.00| 648.96000 648.96 PIPE END SECTION, 24 IN. | | | 0040 720-44000 6.000 EACH | 225.00000 1350.00| 262.00000 1572.00| 334.48000 2006.88 CASTING, ADJUST TO GRADE | | | 0041 721-43011 1.000 EACH | 800.00000 800.00| 1200.00000 1200.00| 909.61000 909.61 FLAP GATE, 18 IN. | | | 0042 725-06861 60.000 LFT | 257.00000 15420.00| 312.00000 18720.00| 223.97000 13438.20 PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | 0044 801-04308 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 1.00000 2.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06203 6965.000 LFT | 0.35000 2437.75| 1.00000 6965.00| 0.29000 2019.85 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0046 801-06207 6965.000 LFT | 1.00000 6965.00| 1.15000 8009.75| 1.10000 7661.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0047 801-06625 27.000 EACH | 85.00000 2295.00| 85.00000 2295.00| 1.00000 27.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 88.000 EACH | 98.00000 8624.00| 98.00000 8624.00| 98.00000 8624.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP | 30278.00000 30278.00| 22000.00000 22000.00| 33557.91000 33557.91 MAINTAINING TRAFFIC | | | 0050 801-07118 80.000 LFT | 14.00000 1120.00| 13.00000 1040.00| 1.00000 80.00 BARRICADE, III-A | | | 0051 805-02328 1420.000 LFT | 0.30000 426.00| 0.30000 426.00| 0.30000 426.00 SIGNAL CABLE, 1C 14GA. | | | 0052 805-78795 415.000 LFT | 7.52000 3120.80| 7.78000 3228.70| 7.52000 3120.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 381 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,865,644.54 ROUTE : 68 CALL ORDER : 381 CONTRACT ID : RS-27769-A COUNTIES : GIBSON POSEY LETTING DATE : 06/01/05 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1139301 |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 805-92951 6.000 EACH | 150.00000 900.00| 150.00000 900.00| 150.00000 900.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0054 808-06712 14150.000 LFT | 0.09000 1273.50| 0.09000 1273.50| 0.09000 1273.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0055 808-06713 139250.000 LFT | 0.09000 12532.50| 0.09000 12532.50| 0.09000 12532.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 52710.000 LFT | 0.09000 4743.90| 0.09000 4743.90| 0.09000 4743.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0057 808-75256 160.000 LFT | 1.00000 160.00| 1.00000 160.00| 1.00000 160.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0058 808-75260 300.000 LFT | 1.50000 450.00| 1.50000 450.00| 1.50000 450.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0059 808-75297 110.000 LFT | 3.00000 330.00| 3.00000 330.00| 3.00000 330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0060 808-75320 3.000 EACH | 65.00000 195.00| 50.00000 150.00| 65.00000 195.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 2.000 EACH | 95.00000 190.00| 50.00000 100.00| 95.00000 190.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 808-75340 2.000 EACH | 595.00000 1190.00| 550.00000 1100.00| 595.00000 1190.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0063 808-75996 1333.000 EACH | 3.25000 4332.25| 4.00000 5332.00| 3.95000 5265.35 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 1398.000 EACH | 16.90000 23626.20| 18.50000 25863.00| 16.90000 23626.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 105-06657 8.000 MOS | 185.00000 1480.00| 67.00000 536.00| 94.63000 757.04 PHONE, CELLULAR | | | SECTION TOTALS | $ 1,344,000.00| $ 1,378,277.55| $ 1,450,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,344,000.00| $ 1,378,277.55| $ 1,450,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,752,217.54 ROUTE : SR 56 CALL ORDER : 391 CONTRACT ID : RS-27772-A COUNTIES : ORANGE WASHINGTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 1,014,438.79 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,146,000.00 112.9689% 3 35-1418333 ROGERS GROUP, INC. $ 1,277,332.45 125.9152% ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-2040801 |( 3 ) 35-1418333 |CALCAR QUARRIES, INC. |GOHMANN ASPHALT & CONSTR., I |ROGERS GROUP, 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 | 1800.00000 1800.00| 6000.00000 6000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 900.00000 7200.00| 1200.00000 9600.00| 1775.00000 14200.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 14000.00000 14000.00| 41375.00000 41375.00| 72000.00000 72000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 63.000 LFT | 5.70000 359.10| 5.00000 315.00| 5.70000 359.10 GUARDRAIL, REMOVE | | | 0007 202-02278 68.000 LFT | 10.00000 680.00| 9.00000 612.00| 7.00000 476.00 CURB, CONCRETE, REMOVE | | | 0008 202-52710 30.000 SYS | 15.00000 450.00| 15.00000 450.00| 23.00000 690.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93741 34.000 EACH | 150.00000 5100.00| 250.00000 8500.00| 400.00000 13600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02376 LUMP | 750.00000 750.00| 1290.85000 1290.85| 1500.00000 1500.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0011 205-06931 100.000 TON | 21.00000 2100.00| 22.00000 2200.00| 68.00000 6800.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 213-08058 8.000 CYS | 100.00000 800.00| 80.00000 640.00| 75.00000 600.00 FLOWABLE BACKFILL | | | 0013 304-07490 1200.000 TON | 70.00000 84000.00| 100.00000 120000.00| 83.00000 99600.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,752,217.54 ROUTE : SR 56 CALL ORDER : 391 CONTRACT ID : RS-27772-A COUNTIES : ORANGE WASHINGTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-2040801 |( 3 ) 35-1418333 |CALCAR QUARRIES, INC. |GOHMANN ASPHALT & CONSTR., I |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08033 178565.000 SYS | 0.26500 47319.73| 0.04000 7142.60| 0.42000 74997.30 MILLING, ASPHALT, 1 IN. | | | 0015 306-08034 670.000 SYS | 0.26500 177.55| 0.44000 294.80| 1.50000 1005.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 820.000 SYS | 1.50000 1230.00| 2.15000 1763.00| 2.25000 1845.00 MILLING, TRANSITION | | | 0017 401-06264 LUMP | 100.00000 100.00| 2500.00000 2500.00| 5750.00000 5750.00 PROFILOGRAPH, HMA | | | 0018 401-07321 15995.000 TON | 26.70000 427066.50| 31.00000 495845.00| 32.50000 519837.50 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 402-07451 200.000 TON | 33.00000 6600.00| 31.00000 6200.00| 43.00000 8600.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0020 406-05520 46.000 TON | 150.00000 6900.00| 170.00000 7820.00| 145.00000 6670.00 ASPHALT FOR TACK COAT | | | 0021 601-01625 2.000 EACH | 1440.00000 2880.00| 1600.00000 3200.00| 1440.00000 2880.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01846 8.000 EACH | 1730.00000 13840.00| 1800.00000 14400.00| 1730.00000 13840.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06037 2.000 EACH | 780.00000 1560.00| 800.00000 1600.00| 780.00000 1560.00 GUARDRAIL END TREATMENT, I | | | 0024 601-94689 24.000 EACH | 2410.00000 57840.00| 3300.00000 79200.00| 2410.00000 57840.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-95300 8.000 EACH | 75.00000 600.00| 200.00000 1600.00| 75.00000 600.00 CONNECTOR, A S | | | 0026 601-99105 25.000 LFT | 18.00000 450.00| 30.00000 750.00| 18.00000 450.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 604-07896 33.000 SYS | 270.00000 8910.00| 75.00000 2475.00| 75.00000 2475.00 CURB RAMP, CONCRETE, B | | | 0028 610-07487 965.000 TON | 40.00000 38600.00| 48.00000 46320.00| 80.00000 77200.00 HMA FOR APPROACHES, TYPE B | | | 0029 612-04315 226.000 TON | 782.00000 176732.00| 782.00000 176732.00| 782.00000 176732.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0030 612-60410 3760.000 EACH | 6.00000 22560.00| 6.00000 22560.00| 6.00000 22560.00 DRILLED HOLE FOR UNDERSEAL | | | 0031 615-06527 1.000 EACH | 1000.00000 1000.00| 350.00000 350.00| 1000.00000 1000.00 MONUMENT, SECTION CORNER | | | 0032 616-02320 455.000 SYS | 1.25000 568.75| 1.40000 637.00| 3.00000 1365.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,752,217.54 ROUTE : SR 56 CALL ORDER : 391 CONTRACT ID : RS-27772-A COUNTIES : ORANGE WASHINGTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-2040801 |( 3 ) 35-1418333 |CALCAR QUARRIES, INC. |GOHMANN ASPHALT & CONSTR., I |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 616-06451 274.000 TON | 29.00000 7946.00| 30.00000 8220.00| 41.00000 11234.00 RIPRAP, UNIFORM | | | 0034 621-01004 2.000 EACH | 610.00000 1220.00| 610.00000 1220.00| 610.00000 1220.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 200.000 SYS | 6.00000 1200.00| 5.45000 1090.00| 5.45000 1090.00 MULCHED SEEDING, R | | | 0036 715-05119 54.000 LFT | 119.75000 6466.50| 53.00000 2862.00| 55.00000 2970.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0037 801-06203 5305.000 LFT | 0.40000 2122.00| 0.35000 1856.75| 0.45000 2387.25 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 5305.000 LFT | 0.90000 4774.50| 0.95000 5039.75| 1.00000 5305.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 52.000 EACH | 85.00000 4420.00| 85.00000 4420.00| 72.00000 3744.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 15600.00000 15600.00| 15840.90000 15840.90| 14250.00000 14250.00 MAINTAINING TRAFFIC | | | 0041 801-07118 48.000 LFT | 7.00000 336.00| 25.00000 1200.00| 10.00000 480.00 BARRICADE, III-A | | | 0042 808-06712 7630.000 LFT | 0.08200 625.66| 0.10000 763.00| 0.11000 839.30 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0043 808-06713 106410.000 LFT | 0.08200 8725.62| 0.10000 10641.00| 0.08000 8512.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0044 808-06714 65090.000 LFT | 0.08200 5337.38| 0.10000 6509.00| 0.08000 5207.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0045 808-75297 56.000 LFT | 9.00000 504.00| 10.00000 560.00| 9.00000 504.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0046 808-75320 2.000 EACH | 86.00000 172.00| 100.00000 200.00| 60.00000 120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0047 808-75325 1.000 EACH | 90.00000 90.00| 150.00000 150.00| 65.00000 65.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0048 808-75996 1101.000 EACH | 3.50000 3853.50| 3.85000 4238.85| 5.50000 6055.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 1110.000 EACH | 17.00000 18870.00| 16.95000 18814.50| 16.95000 18814.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,014,438.79| $ 1,146,000.00| $ 1,277,332.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,014,438.79| $ 1,146,000.00| $ 1,277,332.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,568,756.87 ROUTE : 52 CALL ORDER : 401 CONTRACT ID : RS-27896-A COUNTIES : TIPPECANOE LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/12/06 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. $ 1,102,285.80 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 1,106,643.59 100.3953% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,189,197.08 107.8846% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CONCRETE PAVEMENT PATCHING | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 3000.00000 3000.00| 4796.68000 4796.68 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| 1500.00000 18000.00| 1990.52000 23886.24 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 55009.00000 55009.00| 54700.00000 54700.00| 85299.76000 85299.76 MOBILIZATION AND DEMOBILIZATION | | | 0006 306-08043 2763.000 SYS | 2.65000 7321.95| 2.82000 7791.66| 2.96000 8178.48 MILLING, TRANSITION | | | 0007 402-07784 152.000 TON | 105.00000 15960.00| 120.00000 18240.00| 90.02000 13683.04 HMA SURFACE, TYPE D | | | 0008 406-05520 1.000 TON | 350.00000 350.00| 400.00000 400.00| 323.47000 323.47 ASPHALT FOR TACK COAT | | | 0009 503-05240 1148.000 LFT | 8.00000 9184.00| 9.00000 10332.00| 13.39000 15371.72 D-1 CONTRACTION JOINT | | | 0010 506-06333 7427.000 SYS | 112.95000 838879.65| 118.00000 876386.00| 124.20000 922433.40 PCCP PATCHING, FULL DEPTH | | | 0011 507-07479 50.000 TON | 505.00000 25250.00| 700.00000 35000.00| 455.72000 22786.00 HMA PARTIAL DEPTH PATCH | | | 0012 605-06090 1312.000 LFT | 11.00000 14432.00| 13.21000 17331.52| 38.34000 50302.08 CURB, INTEGRAL, CONCRETE | | | 0013 801-03290 6.000 EACH | 130.00000 780.00| 130.03000 780.18| 120.00000 720.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,568,756.87 ROUTE : 52 CALL ORDER : 401 CONTRACT ID : RS-27896-A COUNTIES : TIPPECANOE LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-04308 1.000 EACH | 160.00000 160.00| 162.54000 162.54| 150.00000 150.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0015 801-06625 8.000 EACH | 80.00000 640.00| 81.27000 650.16| 75.00000 600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0016 801-06640 31.000 EACH | 85.00000 2635.00| 85.61000 2653.91| 79.00000 2449.00 CONSTRUCTION SIGN, A | | | 0017 801-06710 100.000 DAY | 11.00000 1100.00| 10.84000 1084.00| 10.00000 1000.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP | 84500.00000 84500.00| 40000.00000 40000.00| 20399.01000 20399.01 MAINTAINING TRAFFIC | | | 0019 801-07119 32.000 LFT | 12.00000 384.00| 12.46000 398.72| 11.50000 368.00 BARRICADE, III-B | | | 0020 805-01844 30.000 LFT | 32.00000 960.00| 37.93000 1137.90| 30.00000 900.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0021 805-02503 1944.000 LFT | 0.35000 680.40| 0.54000 1049.76| 0.30000 583.20 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78785 5.000 EACH | 815.00000 4075.00| 866.89000 4334.45| 775.00000 3875.00 SIGNAL DETECTOR HOUSING | | | 0023 805-78795 632.000 LFT | 7.90000 4992.80| 8.67000 5479.44| 7.50000 4740.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0024 808-06711 1500.000 LFT | 0.21000 315.00| 0.22000 330.00| 0.20000 300.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0025 808-06713 3000.000 LFT | 0.21000 630.00| 0.22000 660.00| 0.20000 600.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 2000.000 LFT | 0.21000 420.00| 0.22000 440.00| 0.20000 400.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-74805 100.000 LFT | 5.50000 550.00| 5.69000 569.00| 5.25000 525.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0028 808-74807 5.000 EACH | 79.00000 395.00| 81.27000 406.35| 75.00000 375.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0029 808-74808 5.000 EACH | 116.00000 580.00| 119.20000 596.00| 110.00000 550.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0030 808-75996 100.000 EACH | 18.50000 1850.00| 19.11000 1911.00| 10.00000 1000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,568,756.87 ROUTE : 52 CALL ORDER : 401 CONTRACT ID : RS-27896-A COUNTIES : TIPPECANOE LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75998 100.000 EACH | 27.50000 2750.00| 28.17000 2817.00| 26.00000 2600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,102,285.80| $ 1,106,643.59| $ 1,189,197.08 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,102,285.80| $ 1,106,643.59| $ 1,189,197.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 150,746.25 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28021-A COUNTIES : ALLEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/05 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. $ 109,893.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 113,161.11 102.9739% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |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 | 1000.00000 1000.00| 1200.00000 1200.00| CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 5000.00000 5000.00| 5500.00000 5500.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02271 2.000 EACH | 180.00000 360.00| 200.00000 400.00| HEADWALL, REMOVE | | | 0006 202-90277 2.000 EACH | 400.00000 800.00| 400.00000 800.00| DETECTOR HOUSING, REMOVE | | | 0007 203-02070 100.000 CYS | 1.00000 100.00| 2.50000 250.00| BORROW | | | 0008 203-90014 6.000 STA | 250.00000 1500.00| 400.00000 2400.00| LINEAR GRADING | | | 0009 301-07448 290.000 TON | 35.00000 10150.00| 16.00000 4640.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 304-07491 50.000 TON | 25.00000 1250.00| 60.00000 3000.00| HMA PATCHING, TYPE C | | | 0011 304-07493 525.000 TON | 38.00000 19950.00| 42.00000 22050.00| WIDENING WITH HMA, TYPE B | | | 0012 306-08034 9200.000 SYS | 2.00000 18400.00| 0.52000 4784.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0014 406-05520 3.000 TON | 140.00000 420.00| 200.00000 600.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 150,746.25 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28021-A COUNTIES : ALLEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 715-46000 2.000 EACH | 180.00000 360.00| 300.00000 600.00| PIPE END SECTION, 12 IN. | | | 0017 720-44000 1.000 EACH | 400.00000 400.00| 180.00000 180.00| CASTING, ADJUST TO GRADE | | | 0018 801-06203 1000.000 LFT | 0.01000 10.00| 0.15000 150.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 1100.000 LFT | 1.00000 1100.00| 0.75000 825.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 22.000 EACH | 115.00000 2530.00| 115.00000 2530.00| CONSTRUCTION SIGN, A | | | 0021 801-06710 10.000 DAY | 25.00000 250.00| 15.00000 150.00| FLASHING ARROW SIGN | | | 0022 801-06775 LUMP | 3000.00000 3000.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0023 801-92448 11.000 DAY | 10.00000 110.00| 0.01000 0.11| CONSTRUCTION SIGNS, MOBILE | | | 0024 802-05701 14.000 LFT | 12.00000 168.00| 13.00000 182.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0025 802-91122 1.000 EACH | 140.00000 140.00| 150.00000 150.00| SIGN, GROUND MOUNTED, RESET | | | 0026 805-78470 870.000 LFT | 0.36000 313.20| 0.25000 217.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0027 805-78785 3.000 EACH | 550.00000 1650.00| 475.00000 1425.00| SIGNAL DETECTOR HOUSING | | | 0028 805-78795 290.000 LFT | 14.20000 4118.00| 10.00000 2900.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0029 808-06701 2450.000 LFT | 0.40000 980.00| 0.40000 980.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0030 808-06713 2375.000 LFT | 0.30000 712.50| 0.30000 712.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0031 808-75297 56.000 LFT | 15.00000 840.00| 5.50000 308.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75320 2.000 EACH | 100.00000 200.00| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 150,746.25 ROUTE : SR 3 CALL ORDER : 411 CONTRACT ID : RS-28021-A COUNTIES : ALLEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-75325 2.000 EACH | 150.00000 300.00| 150.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0034 808-75996 150.000 EACH | 7.05000 1057.50| 4.00000 600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 165.000 EACH | 25.00000 4125.00| 25.00000 4125.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0036 401-07322 760.000 TON | 36.68000 27876.80| 40.00000 30400.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0037 715-05789 6.000 LFT | 120.00000 720.00| 100.00000 600.00| PIPE EXTENSION, CIRCULAR, 12 IN. | | | SECTION TOTALS | $ 109,893.00| $ 113,161.11| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 109,893.00| $ 113,161.11| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 470,928.95 ROUTE : SR 201 CALL ORDER : 421 CONTRACT ID : RS-28022-A COUNTIES : WELLS LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/14/05 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. $ 285,838.00 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 306,316.58 107.1644% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 325,100.22 113.7358% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1145884 |( 3 ) 35-1065659 |E & B PAVING, INC. |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE AND WIDENING | | | 0001 105-07039 4.000 MOS | 1400.00000 5600.00| 2000.00000 8000.00| 1719.00000 6876.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 14000.00000 14000.00| 16856.00000 16856.00| 16200.00000 16200.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 301-07448 170.000 TON | 25.00000 4250.00| 24.67000 4193.90| 39.65000 6740.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-07449 250.000 TON | 28.00000 7000.00| 19.17000 4792.50| 26.05000 6512.50 COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07490 500.000 TON | 71.50000 35750.00| 63.99000 31995.00| 71.41000 35705.00 HMA PATCHING, TYPE B | | | 0008 304-07492 3110.000 TON | 25.00000 77750.00| 27.55000 85680.50| 22.00000 68420.00 WIDENING WITH HMA, TYPE A | | | 0009 306-08042 21870.000 SYS | 0.66000 14434.20| 0.81000 17714.70| 0.73000 15965.10 MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 1538.000 SYS | 0.20000 307.60| 2.31000 3552.78| 2.01000 3091.38 MILLING, TRANSITION | | | 0011 401-06264 LUMP | 684.00000 684.00| 1540.00000 1540.00| 670.00000 670.00 PROFILOGRAPH, HMA | | | 0012 401-07321 2380.000 TON | 32.00000 76160.00| 35.12000 83585.60| 37.64000 89583.20 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 406-05520 7.000 TON | 1.00000 7.00| 200.00000 1400.00| 264.52000 1851.64 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 470,928.95 ROUTE : SR 201 CALL ORDER : 421 CONTRACT ID : RS-28022-A COUNTIES : WELLS LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1145884 |( 3 ) 35-1065659 |E & B PAVING, INC. |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 608-04396 15.000 EACH | 40.03000 600.45| 225.00000 3375.00| 86.09000 1291.35 SHOULDER DRAIN | | | 0015 610-07486 300.000 TON | 50.00000 15000.00| 49.49000 14847.00| 62.27000 18681.00 HMA FOR APPROACHES, TYPE A | | | 0016 615-06520 1.000 EACH | 400.00000 400.00| 200.00000 200.00| 343.16000 343.16 MONUMENT, RE-ESTABLISH | | | 0017 801-06203 1000.000 LFT | 0.20000 200.00| 0.30000 300.00| 0.14000 140.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 1000.000 LFT | 0.20000 200.00| 0.70000 700.00| 0.74000 740.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 17.000 EACH | 98.00000 1666.00| 30.00000 510.00| 30.00000 510.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 26600.00000 26600.00| 22307.00000 22307.00| 47012.79000 47012.79 MAINTAINING TRAFFIC | | | 0021 804-06771 10.000 EACH | 25.00000 250.00| 45.00000 450.00| 45.00000 450.00 DELINEATOR POST, FLEXIBLE | | | 0022 808-06712 785.000 LFT | 0.15000 117.75| 0.12000 94.20| 0.12000 94.20 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 16510.000 LFT | 0.15000 2476.50| 0.12000 1981.20| 0.12000 1981.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 12710.000 LFT | 0.15000 1906.50| 0.12000 1525.20| 0.12000 1525.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75297 68.000 LFT | 7.00000 476.00| 10.50000 714.00| 10.50000 714.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 285,838.00| $ 306,316.58| $ 325,100.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 285,838.00| $ 306,316.58| $ 325,100.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,023.99 ROUTE : VARIOUS CALL ORDER : 431 CONTRACT ID : RS-28215-A COUNTIES : VARIOUS LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/18/05 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 $ 351,980.75 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 403,234.70 114.5616% 3 35-1139301 E & B PAVING, INC. $ 432,160.80 122.7797% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-06845 LUMP | 10500.00000 10500.00| 3900.00000 3900.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 6.000 MOS | 1600.00000 9600.00| 2700.00000 16200.00| 1800.00000 10800.00 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 17000.00000 17000.00| 19000.00000 19000.00| 21600.00000 21600.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-90277 6.000 EACH | 400.00000 2400.00| 400.00000 2400.00| 610.00000 3660.00 DETECTOR HOUSING, REMOVE | | | 0007 202-93135 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| 4600.00000 4600.00 RAILROAD CROSSING, REMOVE | | | 0008 213-04324 30.000 CYS | 55.00000 1650.00| 78.00000 2340.00| 67.00000 2010.00 FLOWABLE FILL | | | 0009 301-07448 175.000 TON | 25.00000 4375.00| 37.00000 6475.00| 48.00000 8400.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-01180 77.000 TON | 23.00000 1771.00| 87.00000 6699.00| 58.00000 4466.00 COMPACTED AGGREGATE, NO. 53 | | | 0011 304-07490 475.000 TON | 100.00000 47500.00| 134.00000 63650.00| 124.00000 58900.00 HMA PATCHING, TYPE B | | | 0012 306-08034 13775.000 SYS | 2.30000 31682.50| 3.60000 49590.00| 1.80000 24795.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0013 306-08042 1860.000 SYS | 1.75000 3255.00| 2.13000 3961.80| 1.51000 2808.60 MILLING, SCARIFICATION/PROFILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,023.99 ROUTE : VARIOUS CALL ORDER : 431 CONTRACT ID : RS-28215-A COUNTIES : VARIOUS LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08043 3125.000 SYS | 1.20000 3750.00| 1.70000 5312.50| 0.01000 31.25 MILLING, TRANSITION | | | 0015 401-07333 1140.000 TON | 50.00000 57000.00| 49.00000 55860.00| 55.00000 62700.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0016 402-07451 425.000 TON | 40.00000 17000.00| 43.00000 18275.00| 50.00000 21250.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0017 406-05520 5.500 TON | 230.00000 1265.00| 205.00000 1127.50| 100.00000 550.00 ASPHALT FOR TACK COAT | | | 0018 604-06070 320.000 SYS | 36.00000 11520.00| 31.00000 9920.00| 57.00000 18240.00 SIDEWALK, CONCRETE | | | 0019 604-07092 2.000 TON | 25.00000 50.00| 137.00000 274.00| 50.00000 100.00 BED COURSE MATERIAL | | | 0020 604-07894 70.000 SYS | 125.00000 8750.00| 130.00000 9100.00| 259.00000 18130.00 CURB RAMP, CONCRETE, A | | | 0021 604-07896 20.000 SYS | 125.00000 2500.00| 130.00000 2600.00| 249.00000 4980.00 CURB RAMP, CONCRETE, B | | | 0022 604-07897 12.500 SYS | 125.00000 1562.50| 200.00000 2500.00| 300.00000 3750.00 CURB RAMP, CONCRETE, C | | | 0023 604-07899 12.500 SYS | 125.00000 1562.50| 200.00000 2500.00| 280.00000 3500.00 CURB RAMP, CONCRETE, E | | | 0024 604-07900 60.000 SYS | 125.00000 7500.00| 130.00000 7800.00| 189.00000 11340.00 CURB RAMP, CONCRETE, F | | | 0025 604-07901 10.000 SYS | 125.00000 1250.00| 200.00000 2000.00| 392.00000 3920.00 CURB RAMP, CONCRETE, G | | | 0026 604-07902 33.000 SYS | 125.00000 4125.00| 150.00000 4950.00| 309.00000 10197.00 CURB RAMP, CONCRETE, H | | | 0027 605-01870 450.000 LFT | 12.00000 5400.00| 16.40000 7380.00| 51.00000 22950.00 CURB, CONCRETE, A | | | 0028 610-07486 200.000 TON | 70.00000 14000.00| 99.00000 19800.00| 100.00000 20000.00 HMA FOR APPROACHES, TYPE A | | | 0029 611-05330 20.000 SYS | 60.00000 1200.00| 83.00000 1660.00| 126.00000 2520.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0030 615-06520 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 307.00000 307.00 MONUMENT, RE-ESTABLISH | | | 0031 621-06575 200.000 SYS | 19.05000 3810.00| 20.00000 4000.00| 19.05000 3810.00 SODDING, NURSERY | | | 0032 715-05148 160.000 LFT | 58.00000 9280.00| 48.00000 7680.00| 51.00000 8160.00 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,023.99 ROUTE : VARIOUS CALL ORDER : 431 CONTRACT ID : RS-28215-A COUNTIES : VARIOUS LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 715-08305 60.000 TON | 60.00000 3600.00| 90.00000 5400.00| 30.00000 1800.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0034 720-44000 7.000 EACH | 200.00000 1400.00| 380.00000 2660.00| 600.00000 4200.00 CASTING, ADJUST TO GRADE | | | 0035 720-94847 1.000 EACH | 3000.00000 3000.00| 2100.00000 2100.00| 3000.00000 3000.00 INLET, R13, MODIFIED | | | 0036 801-06203 400.000 LFT | 0.60000 240.00| 3.85000 1540.00| 0.01000 4.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 400.000 LFT | 0.30000 120.00| 1.90000 760.00| 2.00000 800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 66.000 EACH | 120.00000 7920.00| 120.00000 7920.00| 120.00000 7920.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 25000.00000 25000.00| 20000.00000 20000.00| 32600.00000 32600.00 MAINTAINING TRAFFIC | | | 0040 801-92448 10.000 DAY | 10.00000 100.00| 80.00000 800.00| 10.00000 100.00 CONSTRUCTION SIGNS, MOBILE | | | 0042 802-91122 3.000 EACH | 150.00000 450.00| 150.00000 450.00| 20.00000 60.00 SIGN, GROUND MOUNTED, RESET | | | 0043 805-78470 2665.000 LFT | 0.25000 666.25| 0.26000 692.90| 0.13000 346.45 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0044 805-78785 6.000 EACH | 475.00000 2850.00| 475.00000 2850.00| 980.00000 5880.00 SIGNAL DETECTOR HOUSING | | | 0045 805-78795 875.000 LFT | 9.00000 7875.00| 9.00000 7875.00| 7.30000 6387.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0046 808-06713 2750.000 LFT | 0.40000 1100.00| 0.40000 1100.00| 0.40000 1100.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75240 240.000 LFT | 0.38000 91.20| 0.38000 91.20| 0.38000 91.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 4260.000 LFT | 0.38000 1618.80| 0.38000 1618.80| 0.38000 1618.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75274 934.000 LFT | 1.00000 934.00| 1.00000 934.00| 1.00000 934.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0050 808-75278 140.000 LFT | 1.50000 210.00| 1.50000 210.00| 1.50000 210.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,023.99 ROUTE : VARIOUS CALL ORDER : 431 CONTRACT ID : RS-28215-A COUNTIES : VARIOUS LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-75297 105.000 LFT | 3.00000 315.00| 3.00000 315.00| 3.00000 315.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0052 808-75320 4.000 EACH | 60.00000 240.00| 60.00000 240.00| 60.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0053 808-75325 2.000 EACH | 85.00000 170.00| 85.00000 170.00| 85.00000 170.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0054 808-75996 20.000 EACH | 25.00000 500.00| 47.55000 951.00| 5.35000 107.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 20.000 EACH | 80.00000 1600.00| 80.00000 1600.00| 80.00000 1600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 802-05704 40.000 LFT | 13.00000 520.00| 20.00000 800.00| 30.00000 1200.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | SECTION TOTALS | $ 351,980.75| $ 403,234.70| $ 432,160.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 351,980.75| $ 403,234.70| $ 432,160.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,837.50 ROUTE : VARIOUS CALL ORDER : 441 CONTRACT ID : RS-28265-A COUNTIES : ELKHART STEUBEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/14/05 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 $ 338,015.70 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 356,478.20 105.4620% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 375,365.50 111.0497% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-07039 6.000 MOS | 1900.00000 11400.00| 1400.00000 8400.00| 1560.00000 9360.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 19000.00000 19000.00| 17800.00000 17800.00| 33500.00000 33500.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02271 1.000 EACH | 528.00000 528.00| 550.00000 550.00| 1120.00000 1120.00 HEADWALL, REMOVE | | | 0006 202-52710 138.000 SYS | 10.75000 1483.50| 18.00000 2484.00| 10.15000 1400.70 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 3560.000 SYS | 3.50000 12460.00| 2.40000 8544.00| 1.40000 4984.00 SURFACE MILLING, ASPHALT | | | 0008 202-90277 5.000 EACH | 200.00000 1000.00| 350.00000 1750.00| 385.00000 1925.00 DETECTOR HOUSING, REMOVE | | | 0009 202-93091 1.000 EACH | 400.00000 400.00| 750.00000 750.00| 1325.00000 1325.00 TREE, 15 IN., REMOVE | | | 0010 211-07454 8.000 CYS | 22.25000 178.00| 12.00000 96.00| 54.40000 435.20 STRUCTURE BACKFILL | | | 0011 301-07448 7.000 TON | 140.00000 980.00| 40.00000 280.00| 47.50000 332.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-07449 262.000 TON | 27.50000 7205.00| 30.00000 7860.00| 33.25000 8711.50 COMPACTED AGGREGATE, NO. 73 | | | 0013 304-07490 184.000 TON | 68.75000 12650.00| 100.00000 18400.00| 101.00000 18584.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,837.50 ROUTE : VARIOUS CALL ORDER : 441 CONTRACT ID : RS-28265-A COUNTIES : ELKHART STEUBEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08034 4233.000 SYS | 2.70000 11429.10| 2.00000 8466.00| 1.90000 8042.70 MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08041 3477.000 SYS | 2.90000 10083.30| 1.70000 5910.90| 1.00000 3477.00 MILLING, CONCRETE PAVEMENT | | | 0016 306-08043 2963.000 SYS | 3.10000 9185.30| 3.00000 8889.00| 1.00000 2963.00 MILLING, TRANSITION | | | 0017 402-07433 673.000 TON | 42.25000 28434.25| 53.00000 35669.00| 63.55000 42769.15 HMA SURFACE, TYPE B | | | 0018 402-07451 3517.000 TON | 35.75000 125732.75| 36.00000 126612.00| 39.15000 137690.55 HMA, TYPE B, WEDGE AND LEVEL | | | 0019 406-05520 10.000 TON | 393.00000 3930.00| 150.00000 1500.00| 200.00000 2000.00 ASPHALT FOR TACK COAT | | | 0020 604-06070 135.000 SYS | 32.50000 4387.50| 32.00000 4320.00| 49.00000 6615.00 SIDEWALK, CONCRETE | | | 0021 604-07900 87.000 SYS | 84.00000 7308.00| 90.00000 7830.00| 100.00000 8700.00 CURB RAMP, CONCRETE, F | | | 0022 605-06120 100.000 LFT | 23.50000 2350.00| 36.25000 3625.00| 29.00000 2900.00 CURB, CONCRETE | | | 0023 610-07487 182.000 TON | 54.50000 9919.00| 64.00000 11648.00| 58.60000 10665.20 HMA FOR APPROACHES, TYPE B | | | 0024 615-06520 1.000 EACH | 325.00000 325.00| 500.00000 500.00| 385.00000 385.00 MONUMENT, RE-ESTABLISH | | | 0025 621-06574 11.000 SYS | 199.00000 2189.00| 75.00000 825.00| 55.00000 605.00 SODDING | | | 0026 715-05597 10.000 LFT | 92.50000 925.00| 175.00000 1750.00| 90.00000 900.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0027 715-46020 1.000 EACH | 375.00000 375.00| 540.00000 540.00| 555.00000 555.00 PIPE END SECTION, 24 IN. | | | 0028 720-44000 2.000 EACH | 171.00000 342.00| 375.00000 750.00| 375.00000 750.00 CASTING, ADJUST TO GRADE | | | 0029 720-45260 1.000 EACH | 1000.00000 1000.00| 1400.00000 1400.00| 760.00000 760.00 PIPE CATCH BASIN, 12 IN. | | | 0030 720-45370 1.000 EACH | 2400.00000 2400.00| 2050.00000 2050.00| 1000.00000 1000.00 PIPE CATCH BASIN, 18 IN., MODIFIED | | | 0031 801-06203 800.000 LFT | 0.65000 520.00| 1.00000 800.00| 1.10000 880.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 800.000 LFT | 0.50000 400.00| 1.50000 1200.00| 1.08000 864.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,837.50 ROUTE : VARIOUS CALL ORDER : 441 CONTRACT ID : RS-28265-A COUNTIES : ELKHART STEUBEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06775 LUMP | 11000.00000 11000.00| 25700.00000 25700.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0034 801-92448 12.000 DAY | 100.00000 1200.00| 45.00000 540.00| 550.00000 6600.00 CONSTRUCTION SIGNS, MOBILE | | | 0035 805-02503 4430.000 LFT | 0.20000 886.00| 1.00000 4430.00| 1.10000 4873.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0036 805-06592 210.000 LFT | 10.00000 2100.00| 9.00000 1890.00| 9.90000 2079.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0037 805-78510 210.000 LFT | 0.75000 157.50| 6.00000 1260.00| 6.60000 1386.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0038 805-78785 9.000 EACH | 420.00000 3780.00| 450.00000 4050.00| 495.00000 4455.00 SIGNAL DETECTOR HOUSING | | | 0039 805-78795 1480.000 LFT | 9.00000 13320.00| 7.50000 11100.00| 8.25000 12210.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0040 808-03178 4.000 EACH | 120.00000 480.00| 125.00000 500.00| 137.50000 550.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0041 808-05929 640.000 LFT | 0.90000 576.00| 1.25000 800.00| 1.40000 896.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0042 808-06703 4910.000 LFT | 0.40000 1964.00| 0.23000 1129.30| 0.25000 1227.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0043 808-06712 2300.000 LFT | 0.15000 345.00| 0.16000 368.00| 0.18000 414.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0044 808-06713 17900.000 LFT | 0.15000 2685.00| 0.16000 2864.00| 0.18000 3222.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06714 8950.000 LFT | 0.15000 1342.50| 0.16000 1432.00| 0.18000 1611.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0046 808-75067 130.000 LFT | 17.00000 2210.00| 6.50000 845.00| 7.15000 929.50 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0047 808-75240 500.000 LFT | 0.40000 200.00| 0.23000 115.00| 0.25000 125.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 1800.000 LFT | 0.40000 720.00| 0.23000 414.00| 0.25000 450.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75996 160.000 EACH | 2.80000 448.00| 16.00000 2560.00| 15.35000 2456.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 546,837.50 ROUTE : VARIOUS CALL ORDER : 441 CONTRACT ID : RS-28265-A COUNTIES : ELKHART STEUBEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-75998 160.000 EACH | 30.00000 4800.00| 28.00000 4480.00| 30.00000 4800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0051 808-96616 4.000 EACH | 320.00000 1280.00| 200.00000 800.00| 220.00000 880.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY), HALFSIZE | | | SECTION TOTALS | $ 338,015.70| $ 356,478.20| $ 375,365.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 338,015.70| $ 356,478.20| $ 375,365.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,738.86 ROUTE : SR 218, 124, 5 CALL ORDER : 451 CONTRACT ID : RS-28276-A COUNTIES : HUNTINGTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/05 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. $ 416,673.17 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 533,204.45 127.9671% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP | 20000.00000 20000.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 301-07448 594.000 TON | 3.00000 1782.00| 20.00000 11880.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 303-07449 1447.000 TON | 11.00000 15917.00| 5.00000 7235.00| COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07490 1362.000 TON | 65.00000 88530.00| 72.07000 98159.34| HMA PATCHING, TYPE B | | | 0007 304-07492 140.000 TON | 64.00000 8960.00| 42.87000 6001.80| WIDENING WITH HMA, TYPE A | | | 0008 306-08033 1483.000 SYS | 2.50000 3707.50| 1.94000 2877.02| MILLING, ASPHALT, 1 IN. | | | 0009 306-08034 425.000 SYS | 2.50000 1062.50| 2.23000 947.75| MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08043 4429.000 SYS | 2.50000 11072.50| 2.80000 12401.20| MILLING, TRANSITION | | | 0011 402-07451 5517.000 TON | 32.00000 176544.00| 39.84000 219797.28| HMA, TYPE B, WEDGE AND LEVEL | | | 0012 406-05520 10.000 TON | 50.00000 500.00| 306.21000 3062.10| ASPHALT FOR TACK COAT | | | 0013 507-07479 515.000 TON | 60.00000 30900.00| 111.57000 57458.55| HMA PARTIAL DEPTH PATCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,738.86 ROUTE : SR 218, 124, 5 CALL ORDER : 451 CONTRACT ID : RS-28276-A COUNTIES : HUNTINGTON LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 610-07486 275.000 TON | 76.00000 20900.00| 74.59000 20512.25| HMA FOR APPROACHES, TYPE A | | | 0015 801-06207 1579.000 LFT | 0.75000 1184.25| 0.74000 1168.46| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 38.000 EACH | 125.00000 4750.00| 145.00000 5510.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 20200.00000 20200.00| 49440.34000 49440.34| MAINTAINING TRAFFIC | | | 0018 801-92448 144.000 DAY | 1.00000 144.00| 1.75000 252.00| CONSTRUCTION SIGNS, MOBILE | | | 0019 808-06712 3001.000 LFT | 0.08000 240.08| 0.08000 240.08| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 30068.000 LFT | 0.08000 2405.44| 0.08000 2405.44| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 11184.000 LFT | 0.08000 894.72| 0.08000 894.72| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75996 301.000 EACH | 5.18000 1559.18| 5.12000 1541.12| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 301.000 EACH | 18.00000 5418.00| 18.00000 5418.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 416,673.17| $ 533,204.45| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 416,673.17| $ 533,204.45| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 657,946.42 ROUTE : 5 CALL ORDER : 461 CONTRACT ID : RS-28282-A COUNTIES : NOBLE LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/05 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 $ 398,408.67 100.0000% 2 62-1492793 API CONSTRUCTION CORP. $ 448,445.05 112.5591% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 519,936.73 130.5034% 4 35-1139301 E & B PAVING, INC. $ 520,202.40 130.5701% 5 35-0997978 PHEND & BROWN, INC. $ 535,228.04 134.3415% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 62-1492793 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |API CONSTRUCTION CORP. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-07039 3.000 MOS | 1500.00000 4500.00| 2000.00000 6000.00| 1000.00000 3000.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 19400.00000 19400.00| 20255.00000 20255.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02278 784.000 LFT | 9.00000 7056.00| 4.25000 3332.00| 9.10000 7134.40 CURB, CONCRETE, REMOVE | | | 0006 202-52710 615.000 SYS | 21.00000 12915.00| 11.25000 6918.75| 10.25000 6303.75 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-90277 1.000 EACH | 250.00000 250.00| 400.00000 400.00| 500.00000 500.00 DETECTOR HOUSING, REMOVE | | | 0008 202-93741 1.000 EACH | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-90014 1.000 STA | 1100.00000 1100.00| 490.00000 490.00| 1400.00000 1400.00 LINEAR GRADING | | | 0010 301-07448 230.000 TON | 10.00000 2300.00| 18.00000 4140.00| 20.00000 4600.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 304-07490 700.000 TON | 66.00000 46200.00| 80.00000 56000.00| 85.00000 59500.00 HMA PATCHING, TYPE B | | | 0012 306-08034 36332.000 SYS | 1.00000 36332.00| 1.00000 36332.00| 1.10000 39965.20 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 657,946.42 ROUTE : 5 CALL ORDER : 461 CONTRACT ID : RS-28282-A COUNTIES : NOBLE LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 62-1492793 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |API CONSTRUCTION CORP. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 401-07328 2710.000 TON | 42.00000 113820.00| 47.00000 127370.00| 49.00000 132790.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0014 406-05520 8.000 TON | 1.00000 8.00| 195.00000 1560.00| 150.00000 1200.00 ASPHALT FOR TACK COAT | | | 0015 601-01846 1.000 EACH | 2800.00000 2800.00| 3000.00000 3000.00| 3000.00000 3000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0016 601-99105 56.000 LFT | 22.00000 1232.00| 30.00000 1680.00| 30.00000 1680.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0017 604-06070 147.000 SYS | 44.00000 6468.00| 35.50000 5218.50| 37.00000 5439.00 SIDEWALK, CONCRETE | | | 0018 604-07894 133.000 SYS | 125.00000 16625.00| 72.50000 9642.50| 95.00000 12635.00 CURB RAMP, CONCRETE, A | | | 0019 604-07899 21.000 SYS | 125.00000 2625.00| 72.50000 1522.50| 140.00000 2940.00 CURB RAMP, CONCRETE, E | | | 0020 604-07900 243.000 SYS | 125.00000 30375.00| 72.50000 17617.50| 85.00000 20655.00 CURB RAMP, CONCRETE, F | | | 0021 604-07901 5.000 SYS | 125.00000 625.00| 72.50000 362.50| 270.00000 1350.00 CURB RAMP, CONCRETE, G | | | 0022 604-07902 57.000 SYS | 125.00000 7125.00| 72.50000 4132.50| 155.00000 8835.00 CURB RAMP, CONCRETE, H | | | 0023 604-07903 9.000 SYS | 125.00000 1125.00| 72.50000 652.50| 155.00000 1395.00 CURB RAMP, CONCRETE, K | | | 0024 605-06120 784.000 LFT | 16.50000 12936.00| 19.00000 14896.00| 19.00000 14896.00 CURB, CONCRETE | | | 0025 610-07487 1253.000 TON | 20.00000 25060.00| 47.00000 58891.00| 60.00000 75180.00 HMA FOR APPROACHES, TYPE B | | | 0026 621-06575 405.000 SYS | 8.42000 3410.10| 10.00000 4050.00| 10.00000 4050.00 SODDING, NURSERY | | | 0027 720-01894 4.000 EACH | 525.00000 2100.00| 715.00000 2860.00| 850.00000 3400.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0028 720-44000 14.000 EACH | 230.00000 3220.00| 300.00000 4200.00| 325.00000 4550.00 CASTING, ADJUST TO GRADE | | | 0029 801-06203 855.000 LFT | 1.00000 855.00| 0.45000 384.75| 1.00000 855.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 855.000 LFT | 0.90000 769.50| 1.50000 1282.50| 1.25000 1068.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 51.000 EACH | 79.00000 4029.00| 79.00000 4029.00| 79.00000 4029.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 657,946.42 ROUTE : 5 CALL ORDER : 461 CONTRACT ID : RS-28282-A COUNTIES : NOBLE LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 62-1492793 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |API CONSTRUCTION CORP. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 801-06775 LUMP | 15800.00000 15800.00| 33870.00000 33870.00| 55000.00000 55000.00 MAINTAINING TRAFFIC | | | 0033 805-02441 364.000 LFT | 0.20000 72.80| 0.30000 109.20| 1.00000 364.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0034 805-78785 1.000 EACH | 1000.00000 1000.00| 550.00000 550.00| 450.00000 450.00 SIGNAL DETECTOR HOUSING | | | 0035 805-78795 114.000 LFT | 10.00000 1140.00| 10.00000 1140.00| 8.00000 912.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0036 808-06703 4518.000 LFT | 0.45000 2033.10| 0.45000 2033.10| 0.23000 1039.14 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0037 808-06713 576.000 LFT | 0.98000 564.48| 1.00000 576.00| 1.00000 576.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-75245 33788.000 LFT | 0.24000 8109.12| 0.25000 8447.00| 0.23000 7771.24 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0039 808-75297 190.000 LFT | 3.08000 585.20| 3.10000 589.00| 4.00000 760.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75300 1651.000 LFT | 0.77000 1271.27| 0.80000 1320.80| 1.00000 1651.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0041 808-75320 3.000 EACH | 55.00000 165.00| 55.00000 165.00| 75.00000 225.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0042 808-75325 3.000 EACH | 80.00000 240.00| 80.00000 240.00| 100.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0043 808-75996 276.000 EACH | 4.60000 1269.60| 4.60000 1269.60| 5.50000 1518.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-92027 375.000 LFT | 1.02000 382.50| 1.05000 393.75| 1.25000 468.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0045 808-96016 142.000 LFT | 1.50000 213.00| 1.55000 220.10| 1.75000 248.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 398,408.67| $ 448,445.05| $ 519,936.73 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 398,408.67| $ 448,445.05| $ 519,936.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 461 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 657,946.42 ROUTE : 5 CALL ORDER : 461 CONTRACT ID : RS-28282-A COUNTIES : NOBLE LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-0997978 |( ) |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-07039 3.000 MOS | 500.00000 1500.00| 2700.00000 8100.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 26000.00000 26000.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02278 784.000 LFT | 8.50000 6664.00| 8.00000 6272.00| CURB, CONCRETE, REMOVE | | | 0006 202-52710 615.000 SYS | 8.32000 5116.80| 8.50000 5227.50| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-90277 1.000 EACH | 500.00000 500.00| 400.00000 400.00| DETECTOR HOUSING, REMOVE | | | 0008 202-93741 1.000 EACH | 300.00000 300.00| 300.00000 300.00| GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-90014 1.000 STA | 300.00000 300.00| 3600.00000 3600.00| LINEAR GRADING | | | 0010 301-07448 230.000 TON | 5.00000 1150.00| 33.00000 7590.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 304-07490 700.000 TON | 96.00000 67200.00| 130.00000 91000.00| HMA PATCHING, TYPE B | | | 0012 306-08034 36332.000 SYS | 2.00000 72664.00| 1.68000 61037.76| MILLING, ASPHALT, 1 1/2 IN. | | | 0013 401-07328 2710.000 TON | 48.00000 130080.00| 45.60000 123576.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0014 406-05520 8.000 TON | 25.00000 200.00| 225.00000 1800.00| ASPHALT FOR TACK COAT | | | 0015 601-01846 1.000 EACH | 3000.00000 3000.00| 3000.00000 3000.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0016 601-99105 56.000 LFT | 30.00000 1680.00| 30.00000 1680.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0017 604-06070 147.000 SYS | 30.00000 4410.00| 29.85000 4387.95| SIDEWALK, CONCRETE | | | 0018 604-07894 133.000 SYS | 120.00000 15960.00| 120.00000 15960.00| CURB RAMP, CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 461 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 657,946.42 ROUTE : 5 CALL ORDER : 461 CONTRACT ID : RS-28282-A COUNTIES : NOBLE LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-0997978 |( ) |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 604-07899 21.000 SYS | 195.00000 4095.00| 195.00000 4095.00| CURB RAMP, CONCRETE, E | | | 0020 604-07900 243.000 SYS | 150.00000 36450.00| 150.00000 36450.00| CURB RAMP, CONCRETE, F | | | 0021 604-07901 5.000 SYS | 195.00000 975.00| 195.00000 975.00| CURB RAMP, CONCRETE, G | | | 0022 604-07902 57.000 SYS | 175.00000 9975.00| 175.00000 9975.00| CURB RAMP, CONCRETE, H | | | 0023 604-07903 9.000 SYS | 150.00000 1350.00| 150.00000 1350.00| CURB RAMP, CONCRETE, K | | | 0024 605-06120 784.000 LFT | 13.35000 10466.40| 13.35000 10466.40| CURB, CONCRETE | | | 0025 610-07487 1253.000 TON | 12.00000 15036.00| 55.80000 69917.40| HMA FOR APPROACHES, TYPE B | | | 0026 621-06575 405.000 SYS | 8.42000 3410.10| 8.42000 3410.10| SODDING, NURSERY | | | 0027 720-01894 4.000 EACH | 500.00000 2000.00| 450.00000 1800.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0028 720-44000 14.000 EACH | 500.00000 7000.00| 300.00000 4200.00| CASTING, ADJUST TO GRADE | | | 0029 801-06203 855.000 LFT | 0.75000 641.25| 3.30000 2821.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 855.000 LFT | 1.00000 855.00| 1.40000 1197.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 51.000 EACH | 70.00000 3570.00| 79.00000 4029.00| CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP | 73300.00000 73300.00| 8500.00000 8500.00| MAINTAINING TRAFFIC | | | 0033 805-02441 364.000 LFT | 0.45000 163.80| 0.30000 109.20| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0034 805-78785 1.000 EACH | 550.00000 550.00| 550.00000 550.00| SIGNAL DETECTOR HOUSING | | | 0035 805-78795 114.000 LFT | 16.00000 1824.00| 10.00000 1140.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0036 808-06703 4518.000 LFT | 1.00000 4518.00| 0.23000 1039.14| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0037 808-06713 576.000 LFT | 1.00000 576.00| 1.00000 576.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 461 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 657,946.42 ROUTE : 5 CALL ORDER : 461 CONTRACT ID : RS-28282-A COUNTIES : NOBLE LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-0997978 |( ) |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 808-75245 33788.000 LFT | 0.10000 3378.80| 0.23000 7771.24| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0039 808-75297 190.000 LFT | 4.00000 760.00| 4.00000 760.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75300 1651.000 LFT | 1.00000 1651.00| 1.00000 1651.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0041 808-75320 3.000 EACH | 75.00000 225.00| 75.00000 225.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0042 808-75325 3.000 EACH | 100.00000 300.00| 100.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0043 808-75996 276.000 EACH | 1.00000 276.00| 4.60000 1269.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-92027 375.000 LFT | 0.25000 93.75| 1.25000 468.75| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0045 808-96016 142.000 LFT | 0.25000 35.50| 1.75000 248.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 520,202.40| $ 535,228.04| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 520,202.40| $ 535,228.04| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,626.46 ROUTE : I-69 CALL ORDER : 471 CONTRACT ID : RS-28299-A COUNTIES : ALLEN LETTING DATE : 06/01/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/05 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 $ 616,509.05 100.0000% 2 35-1139301 E & B PAVING, INC. $ 682,808.08 110.7539% ==================================================================================================================================== |( 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 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP | 30000.00000 30000.00| 32000.00000 32000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-90277 5.000 EACH | 400.00000 2000.00| 250.00000 1250.00| DETECTOR HOUSING, REMOVE | | | 0005 306-08034 100023.000 SYS | 0.77000 77017.71| 0.72000 72016.56| MILLING, ASPHALT, 1 1/2 IN. | | | 0006 401-06264 LUMP | 2500.00000 2500.00| 4700.00000 4700.00| PROFILOGRAPH, HMA | | | 0007 401-07337 8665.000 TON | 26.00000 225290.00| 55.00000 476575.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0008 406-05520 25.000 TON | 1.00000 25.00| 1.00000 25.00| ASPHALT FOR TACK COAT | | | 0010 801-06207 6343.000 LFT | 0.72000 4566.96| 1.00000 6343.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 54.000 EACH | 135.00000 7290.00| 135.00000 7290.00| CONSTRUCTION SIGN, A | | | 0012 801-06710 40.000 DAY | 10.00000 400.00| 20.00000 800.00| FLASHING ARROW SIGN | | | 0013 801-06775 LUMP | 204045.00000 204045.00| 29400.00000 29400.00| MAINTAINING TRAFFIC | | | 0014 801-92448 240.000 DAY | 1.25000 300.00| 1.00000 240.00| CONSTRUCTION SIGNS, MOBILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 746,626.46 ROUTE : I-69 CALL ORDER : 471 CONTRACT ID : RS-28299-A COUNTIES : ALLEN LETTING DATE : 06/01/05 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 805-78470 2514.000 LFT | 0.25000 628.50| 0.32000 804.48| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78785 5.000 EACH | 475.00000 2375.00| 450.00000 2250.00| SIGNAL DETECTOR HOUSING | | | 0017 805-78795 838.000 LFT | 9.00000 7542.00| 15.00000 12570.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-06702 9727.000 LFT | 0.30000 2918.10| 0.10000 972.70| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0019 808-06703 43625.000 LFT | 0.23000 10033.75| 0.10000 4362.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0020 808-06705 6970.000 LFT | 0.75000 5227.50| 0.10000 697.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0021 808-75245 42471.000 LFT | 0.23000 9768.33| 0.10000 4247.10| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0022 808-75297 115.000 LFT | 4.00000 460.00| 4.00000 460.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75320 10.000 EACH | 65.00000 650.00| 65.00000 650.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75325 5.000 EACH | 85.00000 425.00| 85.00000 425.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0025 808-75996 1194.000 EACH | 2.30000 2746.20| 3.71000 4429.74| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 1194.000 EACH | 17.00000 20298.00| 17.00000 20298.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 616,509.05| $ 682,808.08| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 616,509.05| $ 682,808.08| $ ====================================================================================================================================