INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 108,029.52 ROUTE : SR 32 CALL ORDER : 580 CONTRACT ID : M -26091-B COUNTIES : BOONE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 100000P SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 108,950.00 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 132,601.17 121.7082% 3 35-2110733 SPECIALTIES COMPANY LLC $ 137,310.71 126.0309% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL INSTALLATION & EROSION CONTROL | | | 0001 105-06845 LUMP| 630.00000 630.00| 800.00000 800.00| 625.00000 625.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 4850.00000 4850.00| 5200.00000 5200.00| 10200.00000 10200.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 419.000 LFT | 2.20000 921.80| 2.15000 900.85| 3.00000 1257.00 GUARDRAIL, REMOVE | | | 0004 202-90747 24.000 LFT | 70.00000 1680.00| 88.70000 2128.80| 130.00000 3120.00 RETAINING WALL, REMOVE | | | 0005 202-93741 4.000 EACH| 310.00000 1240.00| 115.00000 460.00| 300.00000 1200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 206-95975 593.000 SFT | 38.00000 22534.00| 42.40000 25143.20| 58.00000 34394.00 SHEET PILING, STEEL, S 10.7 | | | 0007 211-07454 10.000 CYS | 55.00000 550.00| 90.00000 900.00| 125.00000 1250.00 STRUCTURE BACKFILL | | | 0008 303-07449 661.000 TON | 30.00000 19830.00| 29.00000 19169.00| 34.50000 22804.50 COMPACTED AGGREGATE, NO. 73 | | | 0009 601-06854 2.000 EACH| 1970.00000 3940.00| 1900.00000 3800.00| 1800.00000 3600.00 GUARDRAIL, W-BEAM, NESTED | | | 0010 601-94689 8.000 EACH| 1950.00000 15600.00| 2300.00000 18400.00| 2100.00000 16800.00 GUARDRAIL END TREATMENT, OS | | | 0011 601-99105 2374.110 LFT | 10.20000 24215.92| 12.00000 28489.32| 11.00000 26115.21 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0012 601-99106 100.000 LFT | 19.40000 1940.00| 21.00000 2100.00| 19.00000 1900.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0013 801-03290 4.000 EACH| 225.00000 900.00| 225.00000 900.00| 125.00000 500.00 CONSTRUCTION SIGN, C | | | 0014 801-06640 11.000 EACH| 90.00000 990.00| 110.00000 1210.00| 95.00000 1045.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 108,029.52 ROUTE : SR 32 CALL ORDER : 580 CONTRACT ID : M -26091-B COUNTIES : BOONE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 9128.28000 9128.28| 23000.00000 23000.00| 12500.00000 12500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 108,950.00| $ 132,601.17| $ 137,310.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 108,950.00| $ 132,601.17| $ 137,310.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 751,968.61 ROUTE : 136 32 CALL ORDER : 590 CONTRACT ID : M -27315-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 445400G 088200E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 781,320.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 787,438.99 100.7831% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |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| 31000.00000 31000.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2500.00000 17500.00| 2100.00000 14700.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 23870.99000 23870.99| 39370.00000 39370.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 75.000 LFT | 3.40000 255.00| 15.00000 1125.00| GUARDRAIL, REMOVE | | | 0005 202-02278 1265.000 LFT | 8.80000 11132.00| 5.00000 6325.00| CURB, CONCRETE, REMOVE | | | 0006 202-52710 709.000 SYS | 12.00000 8508.00| 40.00000 28360.00| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-93741 3.000 EACH| 170.00000 510.00| 520.00000 1560.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 64.000 CYS | 59.00000 3776.00| 45.00000 2880.00| EXCAVATION, COMMON | | | 0009 211-07454 14.000 CYS | 21.00000 294.00| 30.00000 420.00| STRUCTURE BACKFILL | | | 0010 303-01180 150.000 TON | 38.00000 5700.00| 86.00000 12900.00| COMPACTED AGGREGATE, NO. 53 | | | 0011 303-07449 170.000 TON | 23.00000 3910.00| 38.00000 6460.00| COMPACTED AGGREGATE, NO. 73 | | | 0013 306-08034 77599.000 SYS | 0.85000 65959.15| 0.75000 58199.25| MILLING, ASPHALT, 1 1/2 IN. | | | 0014 306-08043 2496.000 SYS | 5.10000 12729.60| 6.00000 14976.00| MILLING, TRANSITION | | | 0017 406-05520 22.000 TON | 180.00000 3960.00| 240.00000 5280.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 751,968.61 ROUTE : 136 32 CALL ORDER : 590 CONTRACT ID : M -27315-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 601-94689 3.000 EACH| 3000.00000 9000.00| 3100.00000 9300.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 12.500 LFT | 79.00000 987.50| 22.00000 275.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 604-07894 16.000 SYS | 170.00000 2720.00| 195.00000 3120.00| CURB RAMP, CONCRETE, A | | | 0021 604-07896 34.000 SYS | 100.00000 3400.00| 130.00000 4420.00| CURB RAMP, CONCRETE, B | | | 0022 604-07897 24.000 SYS | 110.00000 2640.00| 125.00000 3000.00| CURB RAMP, CONCRETE, C | | | 0023 604-07898 73.000 SYS | 92.00000 6716.00| 282.00000 20586.00| CURB RAMP, CONCRETE, D | | | 0024 604-07900 54.000 SYS | 84.00000 4536.00| 135.00000 7290.00| CURB RAMP, CONCRETE, F | | | 0025 604-07901 453.000 SYS | 67.00000 30351.00| 115.00000 52095.00| CURB RAMP, CONCRETE, G | | | 0026 604-07902 23.000 SYS | 110.00000 2530.00| 160.00000 3680.00| CURB RAMP, CONCRETE, H | | | 0027 604-07903 10.000 SYS | 130.00000 1300.00| 148.00000 1480.00| CURB RAMP, CONCRETE, K | | | 0028 605-01870 300.000 LFT | 27.00000 8100.00| 41.00000 12300.00| CURB, CONCRETE, A | | | 0029 615-06505 7.000 EACH| 560.00000 3920.00| 1000.00000 7000.00| MONUMENT, B | | | 0030 621-01004 2.000 EACH| 450.00000 900.00| 410.00000 820.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06570 20.000 CYS | 130.00000 2600.00| 110.00000 2200.00| TOP SOIL | | | 0032 621-06575 341.000 SYS | 10.00000 3410.00| 9.40000 3205.40| SODDING, NURSERY | | | 0033 715-05119 180.000 LFT | 30.00000 5400.00| 55.00000 9900.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0034 715-46005 2.000 EACH| 280.00000 560.00| 360.00000 720.00| PIPE END SECTION, 15 IN. | | | 0035 801-03290 8.000 EACH| 77.00000 616.00| 70.00000 560.00| CONSTRUCTION SIGN, C | | | 0036 801-06203 2753.000 LFT | 1.40000 3854.20| 0.75000 2064.75| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 2753.000 LFT | 1.40000 3854.20| 1.25000 3441.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 590 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 751,968.61 ROUTE : 136 32 CALL ORDER : 590 CONTRACT ID : M -27315-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 801-06640 85.000 EACH| 77.00000 6545.00| 69.00000 5865.00| CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 17000.00000 17000.00| 50700.00000 50700.00| MAINTAINING TRAFFIC | | | 0040 805-78470 3072.000 LFT | 0.39000 1198.08| 0.40000 1228.80| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0041 805-78785 2.000 EACH| 560.00000 1120.00| 505.00000 1010.00| SIGNAL DETECTOR HOUSING | | | 0042 805-78795 768.000 LFT | 11.00000 8448.00| 9.90000 7603.20| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0043 808-06701 1105.000 LFT | 0.26000 287.30| 0.23000 254.15| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0044 808-06703 17571.000 LFT | 0.26000 4568.46| 0.23000 4041.33| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0045 808-75215 342.000 LFT | 1.70000 581.40| 1.50000 513.00| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0046 808-75240 1190.000 LFT | 0.26000 309.40| 0.23000 273.70| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0047 808-75245 28267.000 LFT | 0.26000 7349.42| 0.23000 6501.41| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0048 808-75297 130.000 LFT | 3.40000 442.00| 3.00000 390.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0049 808-75300 400.000 LFT | 0.84000 336.00| 0.75000 300.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0050 808-75320 53.000 EACH| 56.00000 2968.00| 50.00000 2650.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0051 808-75325 27.000 EACH| 81.00000 2187.00| 72.00000 1944.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0052 808-75340 7.000 EACH| 320.00000 2240.00| 290.00000 2030.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0053 808-75996 206.000 EACH| 6.50000 1339.00| 5.75000 1184.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 590 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 751,968.61 ROUTE : 136 32 CALL ORDER : 590 CONTRACT ID : M -27315-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 304-07490 200.000 TON | 130.00000 26000.00| 185.00000 37000.00| HMA PATCHING, TYPE B | | | 0055 401-07328 6608.000 TON | 60.00000 396480.00| 46.00000 303968.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0056 402-07451 250.000 TON | 45.00000 11250.00| 47.00000 11750.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0057 801-04308 8.000 EACH| 170.00000 1360.00| 150.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06625 9.000 EACH| 73.00000 657.00| 65.00000 585.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06622 3.000 EACH| 1.10000 3.30| 1.00000 3.00| STANDARD BARRICADE, III | | | 0060 801-06645 14.000 EACH| 50.00000 700.00| 45.00000 630.00| CONSTRUCTION SIGN, B | | | 0061 801-07118 95.000 LFT | 9.80000 931.00| 8.75000 831.25| BARRICADE, III-A | | | 0062 801-07119 40.000 LFT | 13.00000 520.00| 11.75000 470.00| BARRICADE, III-B | | | SECTION TOTALS | $ 781,320.00| $ 787,438.99| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 781,320.00| $ 787,438.99| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,116.31 ROUTE : SR 15 CALL ORDER : 600 CONTRACT ID : M -27440-A COUNTIES : KOSCIUSKO LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 20000AL SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 221,838.30 100.0000% 2 35-1139301 E & B PAVING, INC. $ 235,157.86 106.0041% 3 35-1065659 BROOKS CONSTRUCTION $ 245,245.72 110.5515% 4 35-1505753 GAUNT & SON ASPHALT $ 276,663.20 124.7139% 5 35-1185040 NIBLOCK EXCAVATING, INC. $ 280,021.90 126.2279% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1065659 |PHEND & BROWN, INC. |E & B PAVING, INC. |BROOKS 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 4.000 MOS | 1550.00000 6200.00| 500.00000 2000.00| 1750.00000 7000.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 11000.00000 11000.00| 11700.00000 11700.00| 12200.00000 12200.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 301-07448 170.000 TON | 15.00000 2550.00| 5.00000 850.00| 10.00000 1700.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0004 304-07490 510.000 TON | 75.00000 38250.00| 60.00000 30600.00| 80.07000 40835.70 HMA PATCHING, TYPE B | | | 0005 304-07493 95.000 TON | 75.00000 7125.00| 52.00000 4940.00| 85.77000 8148.15 WIDENING WITH HMA, TYPE B | | | 0006 306-08034 24000.000 SYS | 0.90000 21600.00| 0.80000 19200.00| 0.69000 16560.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08043 2800.000 SYS | 3.25000 9100.00| 2.50000 7000.00| 1.00000 2800.00 MILLING, TRANSITION | | | 0008 401-07334 2190.000 TON | 40.00000 87600.00| 40.00000 87600.00| 38.00000 83220.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0009 406-05520 6.000 TON | 210.00000 1260.00| 145.00000 870.00| 308.70000 1852.20 ASPHALT FOR TACK COAT | | | 0010 720-44000 1.000 EACH| 650.00000 650.00| 350.00000 350.00| 541.86000 541.86 CASTING, ADJUST TO GRADE | | | 0011 801-06203 650.000 LFT | 1.00000 650.00| 1.00000 650.00| 0.18000 117.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06207 610.000 LFT | 1.00000 610.00| 0.63000 384.30| 0.74000 451.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 27.000 EACH| 60.00000 1620.00| 60.00000 1620.00| 100.00000 2700.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,116.31 ROUTE : SR 15 CALL ORDER : 600 CONTRACT ID : M -27440-A COUNTIES : KOSCIUSKO LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-1065659 |PHEND & BROWN, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 3000.00000 3000.00| 47600.00000 47600.00| 29853.90000 29853.90 MAINTAINING TRAFFIC | | | 0015 808-06703 7900.000 LFT | 0.35000 2765.00| 0.40000 3160.00| 0.35000 2765.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0016 808-75240 1550.000 LFT | 0.35000 542.50| 0.20000 310.00| 0.35000 542.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0017 808-75245 5260.000 LFT | 0.35000 1841.00| 0.40000 2104.00| 0.35000 1841.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0018 808-75297 120.000 LFT | 4.00000 480.00| 4.00000 480.00| 4.00000 480.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0019 808-75300 500.000 LFT | 1.00000 500.00| 1.00000 500.00| 1.00000 500.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0020 808-75996 128.000 EACH| 5.60000 716.80| 3.02000 386.56| 3.72000 476.16 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0021 808-75998 128.000 EACH| 26.00000 3328.00| 26.00000 3328.00| 26.00000 3328.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0022 808-92027 370.000 LFT | 1.50000 555.00| 1.50000 555.00| 1.50000 555.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0023 808-96016 260.000 LFT | 2.00000 520.00| 2.00000 520.00| 2.00000 520.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0024 303-07449 145.000 TON | 25.00000 3625.00| 10.00000 1450.00| 23.83000 3455.35 COMPACTED AGGREGATE, NO. 73 | | | 0025 610-07486 350.000 TON | 45.00000 15750.00| 20.00000 7000.00| 65.15000 22802.50 HMA FOR APPROACHES, TYPE A | | | SECTION TOTALS | $ 221,838.30| $ 235,157.86| $ 245,245.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 221,838.30| $ 235,157.86| $ 245,245.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 600 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,116.31 ROUTE : SR 15 CALL ORDER : 600 CONTRACT ID : M -27440-A COUNTIES : KOSCIUSKO LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1505753 |(5) 35-1185040 | |GAUNT & SON ASPHALT |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 4.000 MOS | 1500.00000 6000.00| 2500.00000 10000.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 17510.00000 17510.00| 13900.00000 13900.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 301-07448 170.000 TON | 21.50000 3655.00| 29.00000 4930.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0004 304-07490 510.000 TON | 96.00000 48960.00| 85.00000 43350.00| HMA PATCHING, TYPE B | | | 0005 304-07493 95.000 TON | 83.50000 7932.50| 60.00000 5700.00| WIDENING WITH HMA, TYPE B | | | 0006 306-08034 24000.000 SYS | 0.90000 21600.00| 0.70000 16800.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08043 2800.000 SYS | 2.95000 8260.00| 1.25000 3500.00| MILLING, TRANSITION | | | 0008 401-07334 2190.000 TON | 49.20000 107748.00| 46.00000 100740.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0009 406-05520 6.000 TON | 250.00000 1500.00| 325.00000 1950.00| ASPHALT FOR TACK COAT | | | 0010 720-44000 1.000 EACH| 315.00000 315.00| 400.00000 400.00| CASTING, ADJUST TO GRADE | | | 0011 801-06203 650.000 LFT | 1.07000 695.50| 1.00000 650.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06207 610.000 LFT | 1.50000 915.00| 1.50000 915.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 27.000 EACH| 65.00000 1755.00| 100.00000 2700.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 12275.00000 12275.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0015 808-06703 7900.000 LFT | 0.37000 2923.00| 0.39000 3081.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0016 808-75240 1550.000 LFT | 0.37000 573.50| 0.39000 604.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0017 808-75245 5260.000 LFT | 0.37000 1946.20| 0.39000 2051.40| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0018 808-75297 120.000 LFT | 4.28000 513.60| 4.50000 540.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 600 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,116.31 ROUTE : SR 15 CALL ORDER : 600 CONTRACT ID : M -27440-A COUNTIES : KOSCIUSKO LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1505753 |(5) 35-1185040 | |GAUNT & SON ASPHALT |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-75300 500.000 LFT | 1.07000 535.00| 1.10000 550.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0020 808-75996 128.000 EACH| 6.75000 864.00| 4.00000 512.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0021 808-75998 128.000 EACH| 27.85000 3564.80| 27.00000 3456.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0022 808-92027 370.000 LFT | 1.61000 595.70| 1.60000 592.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0023 808-96016 260.000 LFT | 2.14000 556.40| 3.00000 780.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0024 303-07449 145.000 TON | 26.00000 3770.00| 16.00000 2320.00| COMPACTED AGGREGATE, NO. 73 | | | 0025 610-07486 350.000 TON | 62.00000 21700.00| 100.00000 35000.00| HMA FOR APPROACHES, TYPE A | | | SECTION TOTALS | $ 276,663.20| $ 280,021.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 276,663.20| $ 280,021.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 610 CONTRACT ID : M -27462-A COUNTIES : VARIOUS LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 95 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1341287 HARCO ASPHALT PAVING INC. $ 492,683.80 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 186,248.90 ROUTE : SR 56 CALL ORDER : 620 CONTRACT ID : M -27464-A COUNTIES : DUBOIS LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 60000AG SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 122,499.25 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 146,617.00 119.6880% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 193,200.00 157.7152% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0626844 |(3) 35-2040801 |CALCAR QUARRIES, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-07038 3.000 MOS | 500.00000 1500.00| 1850.00000 5550.00| 1230.00000 3690.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 4150.00000 4150.00| 7225.00000 7225.00| 9600.00000 9600.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-07449 375.000 TON | 17.00000 6375.00| 29.00000 10875.00| 13.60000 5100.00 COMPACTED AGGREGATE, NO. 73 | | | 0004 304-07490 50.000 TON | 80.00000 4000.00| 135.00000 6750.00| 102.00000 5100.00 HMA PATCHING, TYPE B | | | 0005 402-07451 2625.000 TON | 33.75000 88593.75| 35.00000 91875.00| 55.00000 144375.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0006 405-05517 6.600 TON | 300.00000 1980.00| 400.00000 2640.00| 325.00000 2145.00 ASPHALT FOR PRIME COAT | | | 0007 406-05520 8.000 TON | 225.00000 1800.00| 192.00000 1536.00| 172.00000 1376.00 ASPHALT FOR TACK COAT | | | 0008 801-06207 1020.000 LFT | 1.10000 1122.00| 4.00000 4080.00| 2.85000 2907.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0009 801-06640 24.000 EACH| 75.00000 1800.00| 80.00000 1920.00| 75.00000 1800.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 1900.00000 1900.00| 4000.00000 4000.00| 8397.20000 8397.20 MAINTAINING TRAFFIC | | | 0011 808-06712 1160.000 LFT | 0.10000 116.00| 0.10000 116.00| 0.03000 34.80 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0012 808-06713 20350.000 LFT | 0.10000 2035.00| 0.11000 2238.50| 0.03000 610.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 14650.000 LFT | 0.10000 1465.00| 0.11000 1611.50| 0.03000 439.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-75996 250.000 EACH| 3.65000 912.50| 5.80000 1450.00| 7.00000 1750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 186,248.90 ROUTE : SR 56 CALL ORDER : 620 CONTRACT ID : M -27464-A COUNTIES : DUBOIS LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0626844 |(3) 35-2040801 |CALCAR QUARRIES, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75998 250.000 EACH| 19.00000 4750.00| 19.00000 4750.00| 23.50000 5875.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 122,499.25| $ 146,617.00| $ 193,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 122,499.25| $ 146,617.00| $ 193,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,061.39 ROUTE : SR 66 CALL ORDER : 630 CONTRACT ID : M -27482-A COUNTIES : PERRY LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 60000AD SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 170,600.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 220,898.20 129.4831% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-07038 3.000 MOS | 1230.00000 3690.00| 1700.00000 5100.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 8500.00000 8500.00| 11350.00000 11350.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 304-07491 75.000 TON | 60.00000 4500.00| 195.00000 14625.00| HMA PATCHING, TYPE C | | | 0004 306-08034 28100.000 SYS | 0.35000 9835.00| 1.25000 35125.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0005 306-08043 830.000 SYS | 1.85000 1535.50| 5.50000 4565.00| MILLING, TRANSITION | | | 0006 401-07334 2350.000 TON | 46.85000 110097.50| 50.15000 117852.50| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0007 406-05520 7.100 TON | 173.00000 1228.30| 192.00000 1363.20| ASPHALT FOR TACK COAT | | | 0008 720-44000 3.000 EACH| 230.00000 690.00| 650.00000 1950.00| CASTING, ADJUST TO GRADE | | | 0009 801-06207 2600.000 LFT | 1.10000 2860.00| 1.30000 3380.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 20.000 EACH| 85.00000 1700.00| 85.00000 1700.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 5526.20000 5526.20| 4100.00000 4100.00| MAINTAINING TRAFFIC | | | 0012 805-02440 2100.000 LFT | 1.00000 2100.00| 0.30000 630.00| SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0013 805-78795 660.000 LFT | 8.50000 5610.00| 8.00000 5280.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0014 808-06701 1640.000 LFT | 0.35000 574.00| 0.35000 574.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,061.39 ROUTE : SR 66 CALL ORDER : 630 CONTRACT ID : M -27482-A COUNTIES : PERRY LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06703 750.000 LFT | 0.35000 262.50| 0.35000 262.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0016 808-06713 650.000 LFT | 0.35000 227.50| 0.35000 227.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-75240 1500.000 LFT | 0.35000 525.00| 0.35000 525.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0018 808-75245 6500.000 LFT | 0.35000 2275.00| 0.35000 2275.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0019 808-75297 120.000 LFT | 4.80000 576.00| 4.80000 576.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 808-75320 30.000 EACH| 54.00000 1620.00| 54.00000 1620.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0021 808-75325 20.000 EACH| 74.00000 1480.00| 74.00000 1480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0022 808-75996 230.000 EACH| 4.00000 920.00| 9.00000 2070.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 230.000 EACH| 17.25000 3967.50| 17.25000 3967.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0024 808-98875 250.000 LFT | 1.20000 300.00| 1.20000 300.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 6 IN. | | | SECTION TOTALS | $ 170,600.00| $ 220,898.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 170,600.00| $ 220,898.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,802.79 ROUTE : SR 54 CALL ORDER : 640 CONTRACT ID : M -27483-A COUNTIES : GREENE LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 60000AF SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 183,454.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 191,818.06 104.5592% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 2.000 MOS | 1275.00000 2550.00| 1500.00000 3000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 6900.00000 6900.00| 9500.00000 9500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-07449 185.000 TON | 34.00000 6290.00| 28.00000 5180.00| COMPACTED AGGREGATE, NO. 73 | | | 0004 304-07490 50.000 TON | 145.00000 7250.00| 150.00000 7500.00| HMA PATCHING, TYPE B | | | 0005 306-08033 24731.000 SYS | 0.60000 14838.60| 0.70000 17311.70| MILLING, ASPHALT, 1 IN. | | | 0006 306-08043 454.000 SYS | 1.55000 703.70| 4.00000 1816.00| MILLING, TRANSITION | | | 0008 401-07328 2100.000 TON | 45.90000 96390.00| 48.00000 100800.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 405-05517 5.000 TON | 448.10000 2240.50| 400.00000 2000.00| ASPHALT FOR PRIME COAT | | | 0010 406-05520 7.000 TON | 232.00000 1624.00| 180.00000 1260.00| ASPHALT FOR TACK COAT | | | 0011 610-07487 204.000 TON | 92.00000 18768.00| 80.00000 16320.00| HMA FOR APPROACHES, TYPE B | | | 0012 801-06203 800.000 LFT | 1.65000 1320.00| 0.55000 440.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 800.000 LFT | 1.40000 1120.00| 1.35000 1080.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 20.000 EACH| 68.00000 1360.00| 85.00000 1700.00| CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 12750.51000 12750.51| 12400.00000 12400.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 640 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 249,802.79 ROUTE : SR 54 CALL ORDER : 640 CONTRACT ID : M -27483-A COUNTIES : GREENE LETTING DATE : 05/25/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06712 543.000 LFT | 0.13000 70.59| 0.12000 65.16| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 15268.000 LFT | 0.11000 1679.48| 0.12000 1832.16| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 11567.000 LFT | 0.11000 1272.37| 0.12000 1388.04| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75996 175.000 EACH| 9.75000 1706.25| 7.00000 1225.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 175.000 EACH| 26.40000 4620.00| 40.00000 7000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 183,454.00| $ 191,818.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 183,454.00| $ 191,818.06| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 650 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 346,903.59 ROUTE : SR 267 CALL ORDER : 650 CONTRACT ID : M -27519-A COUNTIES : BOONE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 129600D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 261,710.00 100.0000% 2 35-1341287 HARCO ASPHALT PAVING INC. $ 299,003.35 114.2498% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 305,157.55 116.6014% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1341287 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |HARCO ASPHALT PAVING INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA OVERLAY & PCCP PATCHING | | | 0001 110-01001 LUMP| 13000.00000 13000.00| 17500.00000 17500.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-93741 3.000 EACH| 170.00000 510.00| 180.00000 540.00| 170.00000 510.00 GUARD RAIL END TREATMENT, REMOVE | | | 0003 203-02000 1202.000 CYS | 10.00000 12020.00| 18.20000 21876.40| 20.00000 24040.00 EXCAVATION, COMMON | | | 0004 301-07448 788.000 TON | 17.00000 13396.00| 14.70000 11583.60| 23.50000 18518.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 303-07449 110.000 TON | 30.00000 3300.00| 22.00000 2420.00| 50.50000 5555.00 COMPACTED AGGREGATE, NO. 73 | | | 0006 306-08043 3128.000 SYS | 0.40000 1251.20| 1.66000 5192.48| 3.00000 9384.00 MILLING, TRANSITION | | | 0007 402-07433 802.000 TON | 42.00000 33684.00| 34.35000 27548.70| 43.00000 34486.00 HMA SURFACE, TYPE B | | | 0008 402-07438 1086.000 TON | 35.00000 38010.00| 31.43000 34132.98| 37.00000 40182.00 HMA INTERMEDIATE, TYPE B | | | 0009 402-07441 427.000 TON | 40.00000 17080.00| 37.20000 15884.40| 43.50000 18574.50 HMA BASE, TYPE B | | | 0010 405-05517 3.620 TON | 350.00000 1267.00| 248.60000 899.93| 450.00000 1629.00 ASPHALT FOR PRIME COAT | | | 0011 406-05520 5.150 TON | 150.00000 772.50| 251.00000 1292.65| 185.00000 952.75 ASPHALT FOR TACK COAT | | | 0012 506-06333 480.000 SYS | 130.00000 62400.00| 163.92000 78681.60| 121.00000 58080.00 PCCP PATCHING, FULL DEPTH | | | 0013 601-92948 1942.000 LFT | 3.50000 6797.00| 3.40000 6602.80| 3.50000 6797.00 GUARDRAIL, ADJUST HEIGHT | | | 0014 601-94689 3.000 EACH| 3200.00000 9600.00| 2775.00000 8325.00| 2900.00000 8700.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 650 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 346,903.59 ROUTE : SR 267 CALL ORDER : 650 CONTRACT ID : M -27519-A COUNTIES : BOONE LETTING DATE : 05/25/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1341287 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |HARCO ASPHALT PAVING INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 610-07487 503.000 TON | 42.00000 21126.00| 36.30000 18258.90| 80.00000 40240.00 HMA FOR APPROACHES, TYPE B | | | 0016 615-06525 4.000 EACH| 650.00000 2600.00| 300.00000 1200.00| 275.00000 1100.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 801-03290 2.000 EACH| 75.00000 150.00| 250.00000 500.00| 75.00000 150.00 CONSTRUCTION SIGN, C | | | 0018 801-06203 1537.000 LFT | 2.00000 3074.00| 0.18000 276.66| 0.30000 461.10 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06640 10.000 EACH| 80.00000 800.00| 135.00000 1350.00| 86.00000 860.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 16391.90000 16391.90| 39000.00000 39000.00| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | 0021 808-06712 500.000 LFT | 0.40000 200.00| 0.35000 175.00| 0.34000 170.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 5146.000 LFT | 0.20000 1029.20| 0.25000 1286.50| 0.15000 771.90 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 5146.000 LFT | 0.20000 1029.20| 0.25000 1286.50| 0.15000 771.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 12.000 LFT | 5.00000 60.00| 20.00000 240.00| 5.20000 62.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75996 47.000 EACH| 15.00000 705.00| 15.00000 705.00| 15.00000 705.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 47.000 EACH| 31.00000 1457.00| 47.75000 2244.25| 31.00000 1457.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 261,710.00| $ 299,003.35| $ 305,157.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,710.00| $ 299,003.35| $ 305,157.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,637.24 ROUTE : SR 218 CALL ORDER : 660 CONTRACT ID : M -27588-A COUNTIES : CARROLL CASS LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000AR SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 369,962.40 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 422,522.12 114.2067% ==================================================================================================================================== |(1) 35-1621699 |(2) 35-0918397 | |CENTRAL PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 18400.00000 18400.00| 29915.49000 29915.49| MOBILIZATION AND DEMOBILIZATION | | | 0002 203-02070 1700.000 CYS | 6.00000 10200.00| 2.00000 3400.00| BORROW | | | 0003 211-07454 850.000 CYS | 12.00000 10200.00| 10.00000 8500.00| STRUCTURE BACKFILL | | | 0004 303-07449 1800.000 TON | 10.00000 18000.00| 23.09000 41562.00| COMPACTED AGGREGATE, NO. 73 | | | 0005 306-08034 1500.000 SYS | 3.00000 4500.00| 4.05000 6075.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08043 3100.000 SYS | 3.00000 9300.00| 5.64000 17484.00| MILLING, TRANSITION | | | 0007 402-07433 5.000 TON | 40.00000 200.00| 203.24000 1016.20| HMA SURFACE, TYPE B | | | 0008 402-07438 9.000 TON | 80.00000 720.00| 195.53000 1759.77| HMA INTERMEDIATE, TYPE B | | | 0009 402-07441 26.000 TON | 80.00000 2080.00| 123.25000 3204.50| HMA BASE, TYPE B | | | 0010 402-07451 4600.000 TON | 40.00000 184000.00| 44.05000 202630.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 16.000 TON | 50.00000 800.00| 185.61000 2969.76| ASPHALT FOR TACK COAT | | | 0012 604-02007 16.000 SYS | 60.00000 960.00| 233.12000 3729.92| SIDEWALK, CONCRETE, RECONSTRUCT | | | 0013 610-07487 70.000 TON | 80.00000 5600.00| 124.18000 8692.60| HMA FOR APPROACHES, TYPE B | | | 0014 616-02320 86.000 SYS | 7.50000 645.00| 1.50000 129.00| GEOTEXTILES | | | 0015 616-06451 210.000 TON | 17.00000 3570.00| 30.00000 6300.00| RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 660 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 487,637.24 ROUTE : SR 218 CALL ORDER : 660 CONTRACT ID : M -27588-A COUNTIES : CARROLL CASS LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1621699 |(2) 35-0918397 | |CENTRAL PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 621-06574 130.000 SYS | 15.00000 1950.00| 15.00000 1950.00| SODDING | | | 0017 715-05136 110.000 LFT | 550.00000 60500.00| 482.00000 53020.00| PIPE, TYPE 1, CIRCULAR, 72 IN. | | | 0018 715-06357 2.000 EACH| 3000.00000 6000.00| 1200.00000 2400.00| CONCRETE ANCHOR, 72 IN. | | | 0019 801-04308 10.000 EACH| 70.00000 700.00| 125.00000 1250.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0020 801-06207 1892.000 LFT | 1.10000 2081.20| 1.76000 3329.92| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06625 41.000 EACH| 60.00000 2460.00| 48.00000 1968.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0022 801-06640 71.000 EACH| 50.00000 3550.00| 69.00000 4899.00| CONSTRUCTION SIGN, A | | | 0023 801-06645 4.000 EACH| 5.00000 20.00| 25.00000 100.00| CONSTRUCTION SIGN, B | | | 0024 801-06775 LUMP| 17800.00000 17800.00| 10014.20000 10014.20| MAINTAINING TRAFFIC | | | 0025 801-07118 48.000 LFT | 5.21000 250.08| 6.75000 324.00| BARRICADE, III-A | | | 0026 801-07119 72.000 LFT | 5.21000 375.12| 8.50000 612.00| BARRICADE, III-B | | | 0027 808-06712 4710.000 LFT | 0.10000 471.00| 0.10000 471.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0028 808-06713 37640.000 LFT | 0.10000 3764.00| 0.10000 3764.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-06714 3260.000 LFT | 0.10000 326.00| 0.10000 326.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0030 808-75297 12.000 LFT | 30.00000 360.00| 40.32000 483.84| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75300 24.000 LFT | 7.50000 180.00| 10.08000 241.92| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 369,962.40| $ 422,522.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,962.40| $ 422,522.12| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 670 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 94,665.00 ROUTE : VARIOUS CALL ORDER : 670 CONTRACT ID : M -27591-A COUNTIES : MARION LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 30000AZ SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 68,291.00 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 96,025.00 140.6115% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 | |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BARRIER WALL REPAIR | | | 0001 110-07025 8.000 EACH| 2600.00000 20800.00| 4750.00000 38000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 601-07023 1.000 EACH| 5060.00000 5060.00| 6000.00000 6000.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0003 601-07024 1.000 EACH| 6130.00000 6130.00| 7000.00000 7000.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0004 702-51863 10.000 EACH| 10.00000 100.00| 25.00000 250.00| FIELD DRILLED HOLE IN CONCRETE | | | 0005 702-52376 20.000 CYS | 1300.00000 26000.00| 1500.00000 30000.00| CONCRETE, C, STRUCTURES | | | 0006 703-51032 80.000 LBS | 1.00000 80.00| 2.50000 200.00| REINFORCING STEEL, EPOXY COATED | | | 0007 801-06207 50.000 LFT | 2.00000 100.00| 2.00000 100.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06639 25.000 LFT | 30.00000 750.00| 35.00000 875.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0009 801-06640 40.000 EACH| 100.00000 4000.00| 150.00000 6000.00| CONSTRUCTION SIGN, A | | | 0010 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| CONSTRUCTION SIGN, B | | | 0011 801-06646 200.000 LFT | 16.00000 3200.00| 30.00000 6000.00| TEMPORARY CONCRETE BARRIER | | | 0012 801-06710 10.000 DAY | 140.00000 1400.00| 50.00000 500.00| FLASHING ARROW SIGN | | | 0013 801-07215 2.000 DAY | 285.50000 571.00| 500.00000 1000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 68,291.00| $ 96,025.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 68,291.00| $ 96,025.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 674 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,169.68 ROUTE : SR 218 CALL ORDER : 674 CONTRACT ID : M -27598-B COUNTIES : CASS MIAMI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000AN SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 268,844.80 100.0000% ==================================================================================================================================== |(1) 35-1621699 | | |CENTRAL 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 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 303-07449 1600.000 TON | 20.00000 32000.00| | COMPACTED AGGREGATE, NO. 73 | | | 0003 306-08032 1980.000 SYS | 5.50000 10890.00| | MILLING, TRANSITION | | | 0004 402-07451 4100.000 TON | 44.00000 180400.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0005 406-05520 14.000 TON | 50.00000 700.00| | ASPHALT FOR TACK COAT | | | 0006 610-07487 75.000 TON | 70.00000 5250.00| | HMA FOR APPROACHES, TYPE B | | | 0007 801-06207 1768.000 LFT | 1.10000 1944.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 22.000 EACH| 66.00000 1452.00| | CONSTRUCTION SIGN, A | | | 0009 801-06645 4.000 EACH| 5.00000 20.00| | CONSTRUCTION SIGN, B | | | 0010 801-06775 LUMP| 15260.00000 15260.00| | MAINTAINING TRAFFIC | | | 0011 808-06712 3980.000 LFT | 0.10000 398.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0012 808-06713 35620.000 LFT | 0.10000 3562.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 8460.000 LFT | 0.10000 846.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-75297 44.000 LFT | 5.50000 242.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 674 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,169.68 ROUTE : SR 218 CALL ORDER : 674 CONTRACT ID : M -27598-B COUNTIES : CASS MIAMI LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1621699 | | |CENTRAL PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75340 2.000 EACH| 440.00000 880.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 268,844.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,844.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 680 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,195.90 ROUTE : SR 10 CALL ORDER : 680 CONTRACT ID : M -27608-A COUNTIES : MARSHALL KOSCIUSKO LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000AS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 276,377.20 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 276,756.50 100.1372% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 297,114.25 107.5031% 4 35-1065659 BROOKS CONSTRUCTION $ 330,579.67 119.6117% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-0918397 |E & B PAVING, INC. |PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 3200.00000 3200.00| 10000.00000 10000.00| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 303-07449 1530.000 TON | 10.00000 15300.00| 14.80000 22644.00| 17.00000 26010.00 COMPACTED AGGREGATE, NO. 73 | | | 0003 306-08043 3260.000 SYS | 2.50000 8150.00| 3.90000 12714.00| 5.00000 16300.00 MILLING, TRANSITION | | | 0004 402-07451 6300.000 TON | 26.00000 163800.00| 33.00000 207900.00| 34.00000 214200.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0005 610-07487 80.000 TON | 28.00000 2240.00| 55.00000 4400.00| 34.00000 2720.00 HMA FOR APPROACHES, TYPE B | | | 0006 801-06207 3130.000 LFT | 1.00000 3130.00| 1.10000 3443.00| 1.00000 3130.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0007 801-06640 30.000 EACH| 58.00000 1740.00| 79.00000 2370.00| 60.00000 1800.00 CONSTRUCTION SIGN, A | | | 0008 801-06645 2.000 EACH| 0.10000 0.20| 10.00000 20.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0009 801-06775 LUMP| 252.00000 252.00| 3000.00000 3000.00| 11000.00000 11000.00 MAINTAINING TRAFFIC | | | 0010 808-06712 4700.000 LFT | 1.20000 5640.00| 0.09000 423.00| 0.12000 564.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06713 48830.000 LFT | 1.20000 58596.00| 0.09000 4394.70| 0.12000 5859.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0012 808-06714 11920.000 LFT | 1.20000 14304.00| 0.09000 1072.80| 0.12000 1430.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0013 406-05520 25.000 TON | 1.00000 25.00| 175.00000 4375.00| 0.01000 0.25 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 680 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,195.90 ROUTE : SR 10 CALL ORDER : 680 CONTRACT ID : M -27608-A COUNTIES : MARSHALL KOSCIUSKO LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-0918397 |E & B PAVING, INC. |PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 276,377.20| $ 276,756.50| $ 297,114.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 276,377.20| $ 276,756.50| $ 297,114.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 680 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,195.90 ROUTE : SR 10 CALL ORDER : 680 CONTRACT ID : M -27608-A COUNTIES : MARSHALL KOSCIUSKO LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 16500.00000 16500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 303-07449 1530.000 TON | 15.00000 22950.00| | COMPACTED AGGREGATE, NO. 73 | | | 0003 306-08043 3260.000 SYS | 4.10000 13366.00| | MILLING, TRANSITION | | | 0004 402-07451 6300.000 TON | 35.00000 220500.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0005 610-07487 80.000 TON | 59.84000 4787.20| | HMA FOR APPROACHES, TYPE B | | | 0006 801-06207 3130.000 LFT | 0.84000 2629.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0007 801-06640 30.000 EACH| 100.00000 3000.00| | CONSTRUCTION SIGN, A | | | 0008 801-06645 2.000 EACH| 10.00000 20.00| | CONSTRUCTION SIGN, B | | | 0009 801-06775 LUMP| 11602.27000 11602.27| | MAINTAINING TRAFFIC | | | 0010 808-06712 4700.000 LFT | 0.50000 2350.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06713 48830.000 LFT | 0.50000 24415.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0012 808-06714 11920.000 LFT | 0.50000 5960.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0013 406-05520 25.000 TON | 100.00000 2500.00| | ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 330,579.67| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 330,579.67| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 690 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,639.00 ROUTE : VARIOUS CALL ORDER : 690 CONTRACT ID : M -27609-A COUNTIES : VARIOUS LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 40000AT SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 272,739.00 100.0000% 2 35-2110733 SPECIALTIES COMPANY LLC $ 282,000.00 103.3955% 3 35-0821499 DREW, JAMES H. CORPORATION $ 338,891.50 124.2548% ==================================================================================================================================== |(1) 35-1643252 |(2) 35-2110733 |(3) 35-0821499 |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 601-01838 500.000 EACH| 23.00000 11500.00| 27.00000 13500.00| 20.00000 10000.00 GUARDRAIL POST, GALVANIZED, PLUMB IN | | | PLACE | | | 0002 601-03599 10.000 EACH| 160.00000 1600.00| 132.00000 1320.00| 132.00000 1320.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0003 601-05999 25.000 EACH| 45.00000 1125.00| 40.00000 1000.00| 34.00000 850.00 CURVED TERMINAL END | | | 0005 601-52540 4.000 EACH| 1650.00000 6600.00| 100.00000 400.00| 1790.00000 7160.00 GUARDRAIL TERMINAL SECTION, W BEAM | | | 0006 601-61340 200.000 EACH| 62.00000 12400.00| 75.00000 15000.00| 89.00000 17800.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0007 601-61390 25.000 EACH| 45.00000 1125.00| 40.00000 1000.00| 34.00000 850.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0008 601-61400 10.000 EACH| 500.00000 5000.00| 450.00000 4500.00| 575.00000 5750.00 GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0009 601-61401 4.000 EACH| 650.00000 2600.00| 550.00000 2200.00| 595.00000 2380.00 GUARD RAIL BURIED END, STEEL, WITH | | | CONCRETE | | | 0010 601-61545 30.000 EACH| 28.00000 840.00| 30.00000 900.00| 25.00000 750.00 GUARD RAIL POST, ALUMINUM, INSTALL | | | 0011 601-61550 4.000 EACH| 20.00000 80.00| 30.00000 120.00| 25.00000 100.00 GUARD RAIL TERMINAL END SECTION, | | | ALUMINUM , INSTALL | | | 0012 601-62070 12000.000 LFT | 7.75000 93000.00| 8.20000 98400.00| 8.95000 107400.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 690 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,639.00 ROUTE : VARIOUS CALL ORDER : 690 CONTRACT ID : M -27609-A COUNTIES : VARIOUS LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-2110733 |(3) 35-0821499 |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-62080 200.000 LFT | 10.50000 2100.00| 11.20000 2240.00| 11.80000 2360.00 GUARD RAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | 0014 601-62090 7000.000 LFT | 3.15000 22050.00| 4.20000 29400.00| 5.35000 37450.00 GUARD RAIL, STEEL BEAM, INSTALL | | | 0015 601-62100 400.000 EACH| 28.00000 11200.00| 30.00000 12000.00| 27.00000 10800.00 GUARD RAIL POST, STEEL, INSTALL | | | 0016 601-62110 3000.000 LFT | 2.95000 8850.00| 4.00000 12000.00| 6.80000 20400.00 GUARD RAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0017 601-62150 30.000 EACH| 90.00000 2700.00| 85.00000 2550.00| 82.00000 2460.00 GUARD RAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 7 FT. 0 IN. LONG | | | 0018 601-62450 3.000 EACH| 300.00000 900.00| 1100.00000 3300.00| 795.00000 2385.00 GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | GALVANIZED, TOTAL | | | 0019 601-62460 5.000 EACH| 75.00000 375.00| 100.00000 500.00| 87.00000 435.00 GUARD RAIL ANCHOR CABLE ASSEMBLY, 0.75 | | | IN. | | | 0020 601-62480 5.000 EACH| 75.00000 375.00| 100.00000 500.00| 92.00000 460.00 GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | POST OR ALTERNATE | | | 0021 601-62490 2.000 EACH| 75.00000 150.00| 100.00000 200.00| 92.00000 184.00 GUARD RAIL, A, BREAKAWAY CABLE TERMINAL | | | FOUNDATION POST | | | 0022 601-62510 4.000 EACH| 40.00000 160.00| 80.00000 320.00| 36.00000 144.00 GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | MICHIGAN END SHOE | | | 0023 601-62554 700.000 LFT | 3.45000 2415.00| 4.00000 2800.00| 3.50000 2450.00 GUARD RAIL, TUBING, ELLIPTICAL, | | | ALUMINUM, INSTALL | | | 0024 601-62580 35.000 EACH| 20.00000 700.00| 32.00000 1120.00| 10.50000 367.50 GUARD RAIL SPLICE BAR, ALUMINUM , | | | INSTALL | | | 0028 601-91197 150.000 EACH| 18.00000 2700.00| 25.00000 3750.00| 21.00000 3150.00 GUARD RAIL POST BRACKET, 15 LBS PER | | | LFT., ADJUSTABLE, 1 FT. 4.5 IN. | | | 0029 601-91426 2.000 EACH| 75.00000 150.00| 100.00000 200.00| 82.00000 164.00 GUARD RAIL TERMINAL END SECTION, A | | | 0030 601-91504 4.000 EACH| 110.00000 440.00| 110.00000 440.00| 89.00000 356.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 690 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,639.00 ROUTE : VARIOUS CALL ORDER : 690 CONTRACT ID : M -27609-A COUNTIES : VARIOUS LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-2110733 |(3) 35-0821499 |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-91505 4.000 EACH| 78.00000 312.00| 90.00000 360.00| 52.00000 208.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0032 601-91511 4.000 EACH| 78.00000 312.00| 90.00000 360.00| 52.00000 208.00 GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0033 601-92271 300.000 EACH| 8.00000 2400.00| 11.00000 3300.00| 9.80000 2940.00 GUARD RAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY | | | 0034 601-93346 3.000 EACH| 70.00000 210.00| 100.00000 300.00| 80.00000 240.00 GUARD RAIL CONNECTOR, AS | | | 0035 601-94689 6.000 EACH| 2725.00000 16350.00| 2900.00000 17400.00| 2625.00000 15750.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-94689 6.000 EACH| 2250.00000 13500.00| 800.00000 4800.00| 1350.00000 8100.00 GUARDRAIL END TREATMENT, OS , SECTION 1 | | | 0037 601-94689 6.000 EACH| 900.00000 5400.00| 700.00000 4200.00| 1850.00000 11100.00 GUARDRAIL END TREATMENT, OS , SECTION 2 | | | 0038 601-94689 6.000 EACH| 900.00000 5400.00| 700.00000 4200.00| 1950.00000 11700.00 GUARDRAIL END TREATMENT, OS , SECTION 3 | | | 0039 601-94690 2.000 EACH| 4350.00000 8700.00| 3900.00000 7800.00| 4160.00000 8320.00 GUARDRAIL END TREATMENT, MS | | | 0040 601-94690 2.000 EACH| 3650.00000 7300.00| 1200.00000 2400.00| 1700.00000 3400.00 GUARDRAIL END TREATMENT, MS , SECTION 1 | | | 0041 601-94690 2.000 EACH| 1300.00000 2600.00| 1200.00000 2400.00| 2090.00000 4180.00 GUARDRAIL END TREATMENT, MS , SECTION 2 | | | 0042 601-94690 2.000 EACH| 1300.00000 2600.00| 1500.00000 3000.00| 2205.00000 4410.00 GUARDRAIL END TREATMENT, MS , SECTION 3 | | | 0043 601-95972 10.000 EACH| 52.00000 520.00| 60.00000 600.00| 45.00000 450.00 GUARD RAIL POST (CRT), 8 IN.X 6 | | | IN.TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0044 601-97950 60.000 EACH| 12.00000 720.00| 12.00000 720.00| 12.00000 720.00 GUARD RAIL POST BRACKET, TREATED TIMBER,| | | 6 IN. X 6 IN. | | | 0045 601-99108 200.000 LFT | 20.00000 4000.00| 19.00000 3800.00| 21.00000 4200.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0046 702-93722 7.000 CYS | 1200.00000 8400.00| 1500.00000 10500.00| 2750.00000 19250.00 CONCRETE, C | | | 0047 711-93593 10.000 EACH| 18.00000 180.00| 20.00000 200.00| 21.00000 210.00 OFFSET BRACKET, STEEL | | | 0048 801-06775 LUMP| 400.00000 400.00| 800.00000 800.00| 785.00000 785.00 MAINTAINING TRAFFIC , LOCATION NO. 1 | | | 0049 801-06775 LUMP| 400.00000 400.00| 800.00000 800.00| 785.00000 785.00 MAINTAINING TRAFFIC , LOCATION NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 690 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,639.00 ROUTE : VARIOUS CALL ORDER : 690 CONTRACT ID : M -27609-A COUNTIES : VARIOUS LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-2110733 |(3) 35-0821499 |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 801-06775 LUMP| 400.00000 400.00| 800.00000 800.00| 785.00000 785.00 MAINTAINING TRAFFIC , LOCATION NO. 3 | | | 0051 801-06775 LUMP| 500.00000 500.00| 1200.00000 1200.00| 1075.00000 1075.00 MAINTAINING TRAFFIC , LOCATION NO. 4 | | | 0052 801-06775 LUMP| 500.00000 500.00| 1200.00000 1200.00| 1075.00000 1075.00 MAINTAINING TRAFFIC , LOCATION NO. 5 | | | 0053 801-06775 LUMP| 500.00000 500.00| 1200.00000 1200.00| 1075.00000 1075.00 MAINTAINING TRAFFIC , LOCATION NO. 6 | | | SECTION TOTALS | $ 272,739.00| $ 282,000.00| $ 338,891.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 272,739.00| $ 282,000.00| $ 338,891.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 700 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 542,902.45 ROUTE : SR 105 CALL ORDER : 700 CONTRACT ID : M -27616-A COUNTIES : HUNTINGTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/08/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 20000AR SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 407,430.75 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 439,429.98 107.8539% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 453,145.92 111.2203% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 1850.00000 1850.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1275.00000 5100.00| 1735.00000 6940.00| 2200.00000 8800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 21900.00000 21900.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-93741 4.000 EACH| 175.00000 700.00| 175.00000 700.00| 185.00000 740.00 GUARD RAIL END TREATMENT, REMOVE | | | 0005 211-07454 4.000 CYS | 43.38000 173.52| 12.00000 48.00| 120.00000 480.00 STRUCTURE BACKFILL | | | 0006 213-04324 0.500 CYS | 140.00000 70.00| 238.90000 119.45| 850.00000 425.00 FLOWABLE FILL | | | 0007 301-07448 63.000 TON | 13.00000 819.00| 5.00000 315.00| 18.00000 1134.00 COMPACTED AGGREGATE, NO. 53, BASE , FOR | | | PATCHING | | | 0008 303-07449 855.000 TON | 21.99000 18801.45| 15.00000 12825.00| 18.00000 15390.00 COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07489 188.000 TON | 136.24000 25613.12| 101.31000 19046.28| 99.00000 18612.00 HMA PATCHING, TYPE A | | | 0010 306-08033 72262.000 SYS | 0.39000 28182.18| 0.60000 43357.20| 0.50000 36131.00 MILLING, ASPHALT, 1 IN. | | | 0011 306-08043 2730.000 SYS | 2.66000 7261.80| 0.90000 2457.00| 0.85000 2320.50 MILLING, TRANSITION | | | 0012 401-06264 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0013 401-07320 6150.000 TON | 30.20000 185730.00| 30.00000 184500.00| 34.00000 209100.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0014 402-07432 138.000 TON | 51.00000 7038.00| 44.60000 6154.80| 55.00000 7590.00 HMA SURFACE, TYPE A , SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 700 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 542,902.45 ROUTE : SR 105 CALL ORDER : 700 CONTRACT ID : M -27616-A COUNTIES : HUNTINGTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 30.000 TON | 1.00000 30.00| 1.00000 30.00| 300.00000 9000.00 ASPHALT FOR TACK COAT | | | 0016 601-94689 4.000 EACH| 3201.77000 12807.08| 2275.00000 9100.00| 3000.00000 12000.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 700.000 LFT | 12.75000 8925.00| 12.75000 8925.00| 13.00000 9100.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 610-07486 670.000 TON | 60.00000 40200.00| 52.50000 35175.00| 67.00000 44890.00 HMA FOR APPROACHES, TYPE A | | | 0019 615-06520 13.000 EACH| 150.00000 1950.00| 304.49000 3958.37| 200.00000 2600.00 MONUMENT, RE-ESTABLISH | | | 0020 715-05146 50.000 LFT | 50.71000 2535.50| 74.90000 3745.00| 20.00000 1000.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0021 720-45075 1.000 EACH| 1340.00000 1340.00| 1665.20000 1665.20| 2000.00000 2000.00 INLET, R13 | | | 0022 720-94847 1.000 EACH| 1340.00000 1340.00| 2642.90000 2642.90| 2000.00000 2000.00 INLET, R13, MODIFIED | | | 0023 801-06203 3200.000 LFT | 0.21000 672.00| 0.12000 384.00| 0.23000 736.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 3200.000 LFT | 0.63000 2016.00| 0.74000 2368.00| 1.25000 4000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 32.000 EACH| 100.00000 3200.00| 128.00000 4096.00| 101.00000 3232.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 17800.00000 17800.00| 52143.00000 52143.00| 17000.00000 17000.00 MAINTAINING TRAFFIC | | | 0027 808-06712 6622.000 LFT | 0.05000 331.10| 0.09000 595.98| 0.11000 728.42 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0028 808-06713 64000.000 LFT | 0.05000 3200.00| 0.09000 5760.00| 0.11000 7040.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-75297 80.000 LFT | 10.00000 800.00| 6.80000 544.00| 6.00000 480.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75996 620.000 EACH| 3.00000 1860.00| 3.39000 2101.80| 3.00000 1860.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-06714 38700.000 LFT | 0.05000 1935.00| 0.09000 3483.00| 0.11000 4257.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 407,430.75| $ 439,429.98| $ 453,145.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 407,430.75| $ 439,429.98| $ 453,145.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 710 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,820.22 ROUTE : VARIOUS CALL ORDER : 710 CONTRACT ID : M -27617-A COUNTIES : ALLEN DEKALB LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/21/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 20000AS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 213,216.71 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 223,618.50 104.8785% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 | |PRIMCO, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PCCP PATCHING & IMPACT ATTENUATORS | | | 0001 110-01001 LUMP| 10660.84000 10660.84| 11000.00000 11000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-95027 2.000 EACH| 1275.00000 2550.00| 500.00000 1000.00| IMPACT ATTENUATOR, REMOVE | | | 0003 503-05240 146.000 LFT | 12.00000 1752.00| 10.00000 1460.00| D-1 CONTRACTION JOINT | | | 0004 506-06333 703.000 SYS | 98.00000 68894.00| 120.00000 84360.00| PCCP PATCHING, FULL DEPTH | | | 0005 507-07481 378.000 LFT | 5.50000 2079.00| 2.25000 850.50| CRACKS AND JOINTS IN PCCP, SEAL | | | 0006 601-06246 1.000 EACH| 22000.00000 22000.00| 22000.00000 22000.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0007 601-06248 1.000 EACH| 33000.00000 33000.00| 33000.00000 33000.00| IMPACT ATTENUATOR, R2, W3, TL-3 | | | 0008 601-06454 1.000 EACH| 9000.00000 9000.00| 9000.00000 9000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0009 601-06456 1.000 EACH| 12000.00000 12000.00| 12000.00000 12000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W3, TL-3 | | | 0010 720-44000 12.000 EACH| 100.00000 1200.00| 120.00000 1440.00| CASTING, ADJUST TO GRADE | | | 0011 801-06710 30.000 DAY | 35.00000 1050.00| 32.00000 960.00| FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 27488.87000 27488.87| 18900.00000 18900.00| MAINTAINING TRAFFIC | | | 0013 801-92448 180.000 DAY | 25.00000 4500.00| 5.95000 1071.00| CONSTRUCTION SIGNS, MOBILE | | | 0014 202-02274 183.000 LFT | 5.00000 915.00| 5.00000 915.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 710 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,820.22 ROUTE : VARIOUS CALL ORDER : 710 CONTRACT ID : M -27617-A COUNTIES : ALLEN DEKALB LETTING DATE : 05/25/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 | |PRIMCO, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-94954 40.000 LFT | 50.00000 2000.00| 70.00000 2800.00| BARRIER WALL, CONCRETE, REMOVE | | | 0016 506-06334 23.200 SYS | 180.00000 4176.00| 350.00000 8120.00| PCCP PATCHING, PARTIAL DEPTH | | | 0017 602-02155 8.000 LFT | 60.00000 480.00| 300.00000 2400.00| MEDIAN BARRIER, CONCRETE, RESET | | | 0018 602-06944 40.000 LFT | 60.00000 2400.00| 150.00000 6000.00| BARRIER, CONCRETE, 33 IN. | | | 0019 605-06090 183.000 LFT | 13.00000 2379.00| 14.00000 2562.00| CURB, INTEGRAL, CONCRETE | | | 0020 715-05053 114.000 LFT | 28.00000 3192.00| 20.00000 2280.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0021 718-06529 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| OUTLET PROTECTOR, 2 | | | SECTION TOTALS | $ 213,216.71| $ 223,618.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 213,216.71| $ 223,618.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 720 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,734.17 ROUTE : VARIOUS CALL ORDER : 720 CONTRACT ID : M -27627-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 32 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 30000BA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1526557 MIDWEST MOLE, INC. $ 295,064.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 344,175.00 116.6441% 3 35-1801998 CLR, INC. $ 349,515.20 118.4540% 4 35-1817574 YARDBERRY LANDSCAPE $ 409,505.75 138.7853% ==================================================================================================================================== |(1) 35-1526557 |(2) 35-0999231 |(3) 35-1801998 |MIDWEST MOLE, INC. |HUNT PAVING COMPANY, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE SLIP LINING | | | 0001 105-06845 LUMP| 1320.00000 1320.00| 1200.00000 1200.00| 800.00000 800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 500.00000 2000.00| 1000.00000 4000.00| 875.00000 3500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 6500.00000 6500.00| 15000.00000 15000.00| 17800.00000 17800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 303-60012 10.000 TON | 40.00000 400.00| 60.00000 600.00| 29.00000 290.00 AGGREGATE, 2 | | | 0005 303-94433 5.000 CYS | 80.00000 400.00| 75.00000 375.00| 240.00000 1200.00 AGGREGATE, 12 , STRUCTURE BACKFILL | | | 0006 616-02320 337.000 SYS | 5.00000 1685.00| 7.00000 2359.00| 9.00000 3033.00 GEOTEXTILES | | | 0007 616-05688 90.000 TON | 45.00000 4050.00| 80.00000 7200.00| 57.00000 5130.00 RIPRAP, CLASS 1 | | | 0008 616-06405 33.000 TON | 35.00000 1155.00| 80.00000 2640.00| 100.00000 3300.00 RIPRAP, REVETMENT | | | 0009 616-06451 65.000 TON | 35.00000 2275.00| 80.00000 5200.00| 48.00000 3120.00 RIPRAP, UNIFORM | | | 0010 621-06559 50.000 SYS | 5.00000 250.00| 30.00000 1500.00| 21.00000 1050.00 MULCHED SEEDING, R (U.Q.) | | | 0011 621-06570 15.000 CYS | 50.00000 750.00| 50.00000 750.00| 80.00000 1200.00 TOP SOIL (U.Q.) | | | 0012 715-05242 10.000 LFT | 145.00000 1450.00| 200.00000 2000.00| 400.00000 4000.00 PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. , | | | CORRUGATED ALUMINUM | | | 0013 725-06862 874.000 LFT | 166.00000 145084.00| 210.00000 183540.00| 239.57000 209384.20 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 720 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,734.17 ROUTE : VARIOUS CALL ORDER : 720 CONTRACT ID : M -27627-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1526557 |(2) 35-0999231 |(3) 35-1801998 |MIDWEST MOLE, INC. |HUNT PAVING COMPANY, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 725-06866 147.000 LFT | 70.00000 10290.00| 63.00000 9261.00| 94.00000 13818.00 PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0015 725-06867 70.000 LFT | 100.00000 7000.00| 65.00000 4550.00| 99.00000 6930.00 PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0016 725-06876 200.000 LFT | 506.00000 101200.00| 417.00000 83400.00| 342.00000 68400.00 PIPE LINER, THERMOPLASTIC, 72 IN. | | | 0017 801-06640 40.000 EACH| 87.00000 3480.00| 85.00000 3400.00| 100.00000 4000.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 4775.00000 4775.00| 16000.00000 16000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0019 804-06725 20.000 EACH| 50.00000 1000.00| 60.00000 1200.00| 28.00000 560.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | SECTION TOTALS | $ 295,064.00| $ 344,175.00| $ 349,515.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 295,064.00| $ 344,175.00| $ 349,515.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 720 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,734.17 ROUTE : VARIOUS CALL ORDER : 720 CONTRACT ID : M -27627-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE SLIP LINING | | | 0001 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2100.00000 8400.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16900.00000 16900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 303-60012 10.000 TON | 120.00000 1200.00| | AGGREGATE, 2 | | | 0005 303-94433 5.000 CYS | 200.00000 1000.00| | AGGREGATE, 12 , STRUCTURE BACKFILL | | | 0006 616-02320 337.000 SYS | 4.75000 1600.75| | GEOTEXTILES | | | 0007 616-05688 90.000 TON | 65.00000 5850.00| | RIPRAP, CLASS 1 | | | 0008 616-06405 33.000 TON | 75.00000 2475.00| | RIPRAP, REVETMENT | | | 0009 616-06451 65.000 TON | 85.00000 5525.00| | RIPRAP, UNIFORM | | | 0010 621-06559 50.000 SYS | 2.00000 100.00| | MULCHED SEEDING, R (U.Q.) | | | 0011 621-06570 15.000 CYS | 65.00000 975.00| | TOP SOIL (U.Q.) | | | 0012 715-05242 10.000 LFT | 335.00000 3350.00| | PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. , | | | CORRUGATED ALUMINUM | | | 0013 725-06862 874.000 LFT | 269.00000 235106.00| | PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | 0014 725-06866 147.000 LFT | 42.00000 6174.00| | PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0015 725-06867 70.000 LFT | 65.00000 4550.00| | PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0016 725-06876 200.000 LFT | 483.00000 96600.00| | PIPE LINER, THERMOPLASTIC, 72 IN. | | | 0017 801-06640 40.000 EACH| 80.00000 3200.00| | CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0019 804-06725 20.000 EACH| 75.00000 1500.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 720 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,734.17 ROUTE : VARIOUS CALL ORDER : 720 CONTRACT ID : M -27627-A COUNTIES : HAMILTON LETTING DATE : 05/25/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 409,505.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 409,505.75| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 730 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 505,240.04 ROUTE : CALL ORDER : 730 CONTRACT ID : M -27635-A COUNTIES : JASPER LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 40000AU SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 319,395.64 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 340,335.25 106.5560% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 407,088.75 127.4559% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 407,120.00 127.4657% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONSTRUCTION OF PARKING AREA | | | 0001 105-06845 LUMP| 11225.00000 11225.00| 2500.00000 2500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 15950.00000 15950.00| 16984.00000 16984.00| 15500.00000 15500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02000 4600.000 CYS | 7.00000 32200.00| 7.15000 32890.00| 9.75000 44850.00 EXCAVATION, COMMON | | | 0004 303-01180 11700.000 TON | 7.00000 81900.00| 9.25000 108225.00| 10.50000 122850.00 COMPACTED AGGREGATE, NO. 53 | | | 0005 402-07433 1410.000 TON | 40.00000 56400.00| 41.00000 57810.00| 50.50000 71205.00 HMA SURFACE, TYPE B | | | 0006 402-07438 3280.000 TON | 34.00000 111520.00| 31.50000 103320.00| 40.50000 132840.00 HMA INTERMEDIATE, TYPE B | | | 0007 406-05520 4.250 TON | 0.15000 0.64| 425.00000 1806.25| 575.00000 2443.75 ASPHALT FOR TACK COAT | | | 0008 303-07449 1200.000 TON | 8.50000 10200.00| 14.00000 16800.00| 12.00000 14400.00 COMPACTED AGGREGATE, NO. 73 | | | SECTION TOTALS | $ 319,395.64| $ 340,335.25| $ 407,088.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 319,395.64| $ 340,335.25| $ 407,088.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/03/04 PAGE : 730 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 505,240.04 ROUTE : CALL ORDER : 730 CONTRACT ID : M -27635-A COUNTIES : JASPER LETTING DATE : 05/25/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONSTRUCTION OF PARKING AREA | | | 0001 105-06845 LUMP| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02000 4600.000 CYS | 5.00000 23000.00| | EXCAVATION, COMMON | | | 0004 303-01180 11700.000 TON | 12.00000 140400.00| | COMPACTED AGGREGATE, NO. 53 | | | 0005 402-07433 1410.000 TON | 45.00000 63450.00| | HMA SURFACE, TYPE B | | | 0006 402-07438 3280.000 TON | 44.00000 144320.00| | HMA INTERMEDIATE, TYPE B | | | 0007 406-05520 4.250 TON | 600.00000 2550.00| | ASPHALT FOR TACK COAT | | | 0008 303-07449 1200.000 TON | 12.00000 14400.00| | COMPACTED AGGREGATE, NO. 73 | | | SECTION TOTALS | $ 407,120.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 407,120.00| | ====================================================================================================================================