INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 309 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,501,243.91 ROUTE : SR 9 CALL ORDER : 309 CONTRACT ID : RS-25780-B COUNTIES : GRANT LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0991010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,453,184.71 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 3000.00000 24000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 122600.00000 122600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02255 1.000 EACH| 1000.00000 1000.00| | TREE, 18 IN., REMOVE | | | 0005 202-02260 3.000 EACH| 1200.00000 3600.00| | TREE, 30 IN., REMOVE | | | 0006 202-02265 1.000 EACH| 1500.00000 1500.00| | TREE, 48 IN., REMOVE | | | 0007 202-02271 7.000 EACH| 400.00000 2800.00| | HEADWALL, REMOVE | | | 0008 202-60820 129273.300 SYS | 1.00000 129273.30| | SURFACE MILLING, ASPHALT | | | 0009 202-93741 12.000 EACH| 400.00000 4800.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-90014 293.000 STA | 150.00000 43950.00| | LINEAR GRADING | | | 0011 303-04075 3670.800 TON | 24.00000 88099.20| | COMPACTED AGGREGATE, O, 73 | | | 0012 303-52308 80.800 TON | 42.00000 3393.60| | COMPACTED AGGREGATE, O, 53 | | | 0013 305-05204 3344.000 TON | 80.00000 267520.00| | HMA FOR PATCHING | | | 0014 305-05206 3112.000 TON | 55.00000 171160.00| | WIDENING WITH HMA | | | 0015 305-60400 1115.000 TON | 12.00000 13380.00| | COMPACTED AGGREGATE FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 309 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,501,243.91 ROUTE : SR 9 CALL ORDER : 309 CONTRACT ID : RS-25780-B COUNTIES : GRANT LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05455 14191.000 TON | 45.00000 638595.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 10643.000 TON | 49.00000 521507.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-06264 LUMP| 8000.00000 8000.00| | PROFILOGRAPH, HMA | | | 0019 406-05520 32.300 TON | 400.00000 12920.00| | ASPHALT FOR TACK COAT | | | 0020 601-94689 12.000 EACH| 5000.00000 60000.00| | GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 1.000 EACH| 800.00000 800.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 610-05527 2210.000 TON | 60.00000 132600.00| | HMA FOR APPROACHES | | | 0023 615-06527 4.000 EACH| 650.00000 2600.00| | MONUMENT, SECTION CORNER | | | 0024 621-01004 1.000 EACH| 475.00000 475.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06545 4.970 TON | 669.00000 3324.93| | FERTILIZER | | | 0026 621-06553 2109.340 LBS | 3.52000 7424.88| | SEED MIXTURE, R | | | 0027 621-06565 24.820 TON | 511.00000 12683.02| | MULCHING MATERIAL | | | 0028 621-06567 1.700 MG | 2.00000 3.40| | WATER | | | 0029 621-06575 400.000 SYS | 6.32000 2528.00| | SODDING, NURSERY | | | 0030 715-03475 7.000 EACH| 600.00000 4200.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0031 715-05595 39.000 LFT | 100.00000 3900.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0032 715-05596 6.000 LFT | 100.00000 600.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0033 715-05756 25.000 LFT | 100.00000 2500.00| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0034 715-46005 2.000 EACH| 500.00000 1000.00| | PIPE END SECTION, 15 IN. | | | 0035 801-06203 3274.000 LFT | 1.00000 3274.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 309 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,501,243.91 ROUTE : SR 9 CALL ORDER : 309 CONTRACT ID : RS-25780-B COUNTIES : GRANT LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06207 3274.000 LFT | 1.00000 3274.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06640 48.000 EACH| 150.00000 7200.00| | CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 96000.00000 96000.00| | MAINTAINING TRAFFIC | | | 0039 805-78470 1635.000 LFT | 0.60000 981.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-78795 520.000 LFT | 5.16000 2683.20| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0041 805-92951 4.000 EACH| 168.31000 673.24| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0042 808-06703 5500.000 LFT | 0.22000 1210.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0043 808-06713 67468.000 LFT | 0.04000 2698.72| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0044 808-06726 123.000 LFT | 5.00000 615.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0045 808-75240 11140.000 LFT | 0.22000 2450.80| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0046 808-75245 20911.000 LFT | 0.22000 4600.42| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75300 96.000 LFT | 2.00000 192.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0048 808-75320 5.000 EACH| 50.00000 250.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75325 5.000 EACH| 60.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0050 808-75996 530.000 EACH| 7.50000 3975.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 530.000 EACH| 19.00000 10070.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,453,184.71| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,453,184.71| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 315 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,860,623.96 ROUTE : 62 CALL ORDER : 315 CONTRACT ID : RS-25838-A COUNTIES : POSEY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2131982 J B I CONSTRUCTION INC. $ 1,498,000.69 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,592,849.90 106.3317% ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1009310 | |J B I CONSTRUCTION INC. |DEIG BROTHERS LUMBER & CONST| 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| 56564.75000 56564.75| 26000.00000 26000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1500.00000 15000.00| 1315.00000 13150.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 79000.00000 79000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 51477.11000 51477.11| 32000.00000 32000.00| CLEARING RIGHT OF WAY | | | 0005 202-01498 14.000 EACH| 31.50000 441.00| 35.00000 490.00| PAVEMENT MESSAGE MARKINGS, LANE | | | INDICATION ARROW, REMOVE | | | 0006 202-01499 14.000 EACH| 42.00000 588.00| 45.00000 630.00| PAVEMENT MESSAGE MARKINGS, WORD (ONLY), | | | REMOVE | | | 0007 202-02240 8150.000 SYS | 5.10000 41565.00| 10.70000 87205.00| PAVEMENT, REMOVE | | | 0008 202-02278 500.000 LFT | 6.69000 3345.00| 7.20000 3600.00| CURB, CONCRETE, REMOVE | | | 0009 202-52710 920.000 SYS | 11.25000 10350.00| 6.30000 5796.00| SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 38800.000 SYS | 0.81000 31428.00| 0.70000 27160.00| SURFACE MILLING, ASPHALT | | | 0011 202-90277 7.000 EACH| 105.00000 735.00| 100.00000 700.00| DETECTOR HOUSING, REMOVE | | | 0012 203-02000 3550.000 CYS | 13.20000 46860.00| 9.40000 33370.00| EXCAVATION, COMMON | | | 0013 205-02236 1.000 EACH| 78.75000 78.75| 112.00000 112.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 315 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,860,623.96 ROUTE : 62 CALL ORDER : 315 CONTRACT ID : RS-25838-A COUNTIES : POSEY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1009310 | |J B I CONSTRUCTION INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02237 19.000 EACH| 55.00000 1045.00| 84.00000 1596.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 211-02060 2740.000 CYS | 12.40000 33976.00| 28.60000 78364.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-04095 50.000 TON | 25.66000 1283.00| 28.00000 1400.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 900.000 TON | 19.69000 17721.00| 20.80000 18720.00| COMPACTED AGGREGATE, O, 53 | | | 0018 304-06464 2070.000 CYS | 27.35000 56614.50| 32.70000 67689.00| SUBBASE FOR PCCP | | | 0019 305-05204 305.000 TON | 97.15000 29630.75| 96.00000 29280.00| HMA FOR PATCHING | | | 0020 401-05455 2300.000 TON | 38.35000 88205.00| 38.60000 88780.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 3400.000 TON | 49.35000 167790.00| 49.40000 167960.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-06264 LUMP| 4646.25000 4646.25| 4500.00000 4500.00| PROFILOGRAPH, HMA | | | 0023 405-05517 0.900 TON | 525.00000 472.50| 530.00000 477.00| ASPHALT FOR PRIME COAT | | | 0024 406-05520 18.500 TON | 236.25000 4370.63| 235.00000 4347.50| ASPHALT FOR TACK COAT | | | 0025 502-06999 6030.000 SYS | 24.61000 148398.30| 29.50000 177885.00| PCCP, 8 IN. | | | 0026 503-05240 2700.000 LFT | 7.91000 21357.00| 6.00000 16200.00| D-1 CONTRACTION JOINT | | | 0027 604-06069 270.000 SYS | 30.00000 8100.00| 37.00000 9990.00| CURB RAMP, CONCRETE | | | 0028 604-91531 770.000 SYS | 22.50000 17325.00| 33.00000 25410.00| SIDEWALK, CONCRETE, 4 IN. | | | 0029 605-06115 2735.000 LFT | 8.40000 22974.00| 8.60000 23521.00| CURB, INTEGRAL, C, CONCRETE, MODIFIED | | | 0030 605-06120 1020.000 LFT | 14.00000 14280.00| 15.70000 16014.00| CURB, CONCRETE | | | 0031 610-05527 1000.000 TON | 58.25000 58250.00| 58.30000 58300.00| HMA FOR APPROACHES | | | 0032 611-05330 1675.000 SYS | 30.00000 50250.00| 33.60000 56280.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0033 621-01004 2.000 EACH| 682.50000 1365.00| 725.00000 1450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 315 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,860,623.96 ROUTE : 62 CALL ORDER : 315 CONTRACT ID : RS-25838-A COUNTIES : POSEY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1009310 | |J B I CONSTRUCTION INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06575 3220.000 SYS | 5.26000 16937.20| 4.40000 14168.00| SODDING, NURSERY | | | 0035 715-05019 63.000 LFT | 173.90000 10955.70| 182.00000 11466.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0036 715-05118 53.000 LFT | 54.18000 2871.54| 43.00000 2279.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0037 715-05119 275.000 LFT | 48.78000 13414.50| 48.00000 13200.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0038 715-05121 846.000 LFT | 44.30000 37477.80| 54.00000 45684.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0039 715-05123 1811.000 LFT | 65.16000 118004.76| 63.00000 114093.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0040 715-05049 5.000 LFT | 10.00000 50.00| 32.00000 160.00| PIPE, TYPE 4, CIRCULAR, 8 IN. , | | | DRAINTILE, CLASS EXTRA QUALITY | | | 0041 715-05051 5.000 LFT | 12.00000 60.00| 34.00000 170.00| PIPE, TYPE 4, CIRCULAR, 10 IN. , | | | DRAINTILE, CLASS EXTRA QUALITY | | | 0042 720-44025 3.000 EACH| 500.00000 1500.00| 495.00000 1485.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0043 720-45035 1.000 EACH| 1527.00000 1527.00| 1265.00000 1265.00| INLET, F7 | | | 0044 720-45045 18.000 EACH| 1844.00000 33192.00| 1945.00000 35010.00| INLET, J10 | | | 0045 720-45055 1.000 EACH| 1844.00000 1844.00| 2055.00000 2055.00| INLET, M10 | | | 0046 720-45145 2.000 EACH| 1959.00000 3918.00| 2165.00000 4330.00| INLET, J10, MODIFIED | | | 0047 720-45410 16.000 EACH| 1931.00000 30896.00| 2570.00000 41120.00| MANHOLE, C4 | | | 0048 720-45515 2.000 EACH| 2807.00000 5614.00| 7485.00000 14970.00| MANHOLE, D4, MODIFIED | | | 0049 720-91973 1.000 EACH| 3218.00000 3218.00| 11245.00000 11245.00| MANHOLE, H4 | | | 0050 801-04308 5.000 EACH| 313.95000 1569.75| 325.00000 1625.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06203 2700.000 LFT | 0.16000 432.00| 0.15000 405.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 12530.000 LFT | 0.99000 12404.70| 1.00000 12530.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 315 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,860,623.96 ROUTE : 62 CALL ORDER : 315 CONTRACT ID : RS-25838-A COUNTIES : POSEY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1009310 | |J B I CONSTRUCTION INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06605 12.000 EACH| 81.90000 982.80| 85.00000 1020.00| BARRICADE, IIIA | | | 0054 801-06606 6.000 EACH| 101.85000 611.10| 102.00000 612.00| BARRICADE, IIIB | | | 0055 801-06640 56.000 EACH| 99.75000 5586.00| 105.00000 5880.00| CONSTRUCTION SIGN, A | | | 0056 801-06710 250.000 DAY | 15.00000 3750.00| 15.00000 3750.00| FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 57740.00000 57740.00| 45000.00000 45000.00| MAINTAINING TRAFFIC | | | 0058 805-78470 7720.000 LFT | 0.26000 2007.20| 0.25000 1930.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0059 805-78785 7.000 EACH| 472.50000 3307.50| 465.00000 3255.00| SIGNAL DETECTOR HOUSING | | | 0060 805-78795 3300.000 LFT | 8.40000 27720.00| 8.30000 27390.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0061 805-92951 4.000 EACH| 168.00000 672.00| 170.00000 680.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0062 808-06703 700.000 LFT | 0.28000 196.00| 0.30000 210.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0063 808-06713 2980.000 LFT | 0.14000 417.20| 0.13000 387.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0064 808-06714 2880.000 LFT | 0.14000 403.20| 0.13000 374.40| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0065 808-06716 6000.000 LFT | 0.37000 2220.00| 0.35000 2100.00| LINE, REMOVE | | | 0066 808-75240 3825.000 LFT | 0.28000 1071.00| 0.30000 1147.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0067 808-75245 15300.000 LFT | 0.28000 4284.00| 0.30000 4590.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0068 808-75260 300.000 LFT | 1.47000 441.00| 1.40000 420.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0069 808-75278 250.000 LFT | 1.47000 367.50| 1.40000 350.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0070 808-75297 452.000 LFT | 2.94000 1328.88| 3.00000 1356.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 315 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,860,623.96 ROUTE : 62 CALL ORDER : 315 CONTRACT ID : RS-25838-A COUNTIES : POSEY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1009310 | |J B I CONSTRUCTION INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-75300 1523.000 LFT | 0.74000 1127.02| 0.70000 1066.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0072 808-75320 35.000 EACH| 50.40000 1764.00| 50.00000 1750.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0073 808-75325 31.000 EACH| 68.25000 2115.75| 70.00000 2170.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0074 808-75340 2.000 EACH| 252.00000 504.00| 260.00000 520.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0075 808-75996 41.000 EACH| 6.00000 246.00| 12.00000 492.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 41.000 EACH| 43.05000 1765.05| 43.00000 1763.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,498,000.69| $ 1,592,849.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,498,000.69| $ 1,592,849.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,462,650.65 ROUTE : SR 64 CALL ORDER : 321 CONTRACT ID : RS-25842-B COUNTIES : GIBSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0181009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,449,000.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,520,140.63 104.9096% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 | |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5500.00000 5500.00| 12500.00000 12500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1250.00000 7500.00| 2750.00000 16500.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 72500.00000 72500.00| 76000.00000 76000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 41.000 m | 12.00000 492.00| 12.00000 492.00| GUARDRAIL, REMOVE | | | 0005 202-60820 42200.000 m2 | 0.02000 844.00| 0.64000 27008.00| SURFACE MILLING, ASPHALT | | | 0006 202-93741 13.000 EACH| 130.00000 1690.00| 310.02000 4030.26| GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-02000 175.000 m3 | 27.00000 4725.00| 36.00000 6300.00| EXCAVATION, COMMON | | | 0008 303-04095 1650.000 Mg | 18.60000 30690.00| 15.00000 24750.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0009 303-52308 105.000 Mg | 23.40000 2457.00| 30.00000 3150.00| COMPACTED AGGREGATE, O, 53 , FOR BASE | | | 0010 305-05204 1500.000 Mg | 85.00000 127500.00| 106.00000 159000.00| HMA FOR PATCHING | | | 0011 401-05456 16560.000 Mg | 61.00000 1010160.00| 59.00000 977040.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE - SMA| | | 0012 402-05468 205.000 Mg | 41.00000 8405.00| 49.00000 10045.00| HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 75.000 Mg | 50.00000 3750.00| 52.00000 3900.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 405-05517 30.000 Mg | 310.00000 9300.00| 330.00000 9900.00| ASPHALT FOR PRIME COAT | | | 0015 406-05520 45.000 Mg | 210.00000 9450.00| 195.00000 8775.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,462,650.65 ROUTE : SR 64 CALL ORDER : 321 CONTRACT ID : RS-25842-B COUNTIES : GIBSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 | |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-01700 1.000 EACH| 1575.00000 1575.00| 1575.00000 1575.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-94689 17.000 EACH| 2175.00000 36975.00| 2426.30000 41247.10| GUARDRAIL END TREATMENT, OS | | | 0018 601-95300 8.000 EACH| 75.00000 600.00| 75.00000 600.00| CONNECTOR, A S | | | 0019 601-99105 30.000 m | 33.00000 990.00| 33.00000 990.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 610-05527 700.000 Mg | 50.00000 35000.00| 65.00000 45500.00| HMA FOR APPROACHES | | | 0021 616-02320 100.000 m2 | 2.20000 220.00| 5.00000 500.00| GEOTEXTILES | | | 0022 616-06405 100.000 Mg | 30.00000 3000.00| 29.25000 2925.00| RIPRAP, REVETMENT | | | 0023 720-44000 3.000 EACH| 230.00000 690.00| 435.35000 1306.05| CASTING, ADJUST TO GRADE | | | 0024 801-06203 1500.000 m | 1.60000 2400.00| 1.00000 1500.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0025 801-06207 1500.000 m | 3.50000 5250.00| 3.22000 4830.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0026 801-06640 41.000 EACH| 120.00000 4920.00| 86.00000 3526.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 29413.28000 29413.28| 45500.00000 45500.00| MAINTAINING TRAFFIC | | | 0028 805-01843 3.000 EACH| 210.00000 630.00| 177.00000 531.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0029 805-02503 400.000 m | 1.20000 480.00| 1.31000 524.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0030 805-78795 100.000 m | 38.00000 3800.00| 31.71000 3171.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 808-06712 4212.000 m | 0.16000 673.92| 0.16000 673.92| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0032 808-06713 33700.000 m | 0.16000 5392.00| 0.16000 5392.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0033 808-06714 3400.000 m | 0.16000 544.00| 0.16000 544.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0034 808-75256 50.000 m | 10.00000 500.00| 3.05000 152.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,462,650.65 ROUTE : SR 64 CALL ORDER : 321 CONTRACT ID : RS-25842-B COUNTIES : GIBSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1139301 | |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75297 31.000 m | 20.00000 620.00| 9.10000 282.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75320 14.000 EACH| 50.00000 700.00| 47.00000 658.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 10.000 EACH| 60.00000 600.00| 64.00000 640.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0038 808-75996 801.000 EACH| 5.30000 4245.30| 2.75000 2202.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 801.000 EACH| 18.50000 14818.50| 19.95000 15979.95| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,449,000.00| $ 1,520,140.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,449,000.00| $ 1,520,140.63| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 327 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,634,398.20 ROUTE : SR 39 CALL ORDER : 327 CONTRACT ID : RS-25936-A COUNTIES : PULASKI LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 396600C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,849,667.30 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,247,109.63 113.9469% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,439,829.00 120.7098% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |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 105-04655 6.000 MOS | 150.00000 900.00| 300.00000 1800.00| 200.00000 1200.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 5150.00000 5150.00| 20000.00000 20000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 105-07039 6.000 MOS | 1300.00000 7800.00| 2500.00000 15000.00| 1800.00000 10800.00 FIELD OFFICE, B | | | 0004 110-01001 LUMP| 21000.00000 21000.00| 162000.00000 162000.00| 172000.02000 172000.02 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 875.000 LFT | 5.15000 4506.25| 5.00000 4375.00| 2.10000 1837.50 GUARDRAIL, REMOVE | | | 0006 202-60820 3312.320 SYS | 2.60000 8612.03| 3.00000 9936.96| 4.90000 16230.37 SURFACE MILLING, ASPHALT | | | 0007 202-93741 10.000 EACH| 154.50000 1545.00| 150.00000 1500.00| 350.00000 3500.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 2240.200 CYS | 7.00000 15681.40| 20.00000 44804.00| 9.90000 22177.98 EXCAVATION, COMMON | | | 0009 203-02070 163.110 CYS | 30.00000 4893.30| 83.00000 13538.13| 29.40000 4795.43 BORROW | | | 0010 203-02080 0.010 MILE| 79956.00000 799.56| 200000.00000 2000.00| 100000.00000 1000.00 LINEAR GRADING | | | 0011 303-04075 7790.720 TON | 9.75000 75959.52| 12.00000 93488.64| 10.80000 84139.78 COMPACTED AGGREGATE, O, 73 | | | 0012 305-05204 3.080 TON | 100.00000 308.00| 1700.00000 5236.00| 147.75000 455.07 HMA FOR PATCHING | | | 0013 305-05206 8110.000 TON | 34.70000 281417.00| 33.00000 267630.00| 44.80000 363328.00 WIDENING WITH HMA BASE 25.0 mm, MAINLINE| | | 0014 305-05206 6264.000 TON | 35.60000 222998.40| 32.00000 200448.00| 39.40000 246801.60 WIDENING WITH HMA BASE C25.0 mm, | | | MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 327 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,634,398.20 ROUTE : SR 39 CALL ORDER : 327 CONTRACT ID : RS-25936-A COUNTIES : PULASKI LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05455 31709.800 TON | 29.90000 948123.02| 27.00000 856164.60| 29.60000 938610.08 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 13212.420 TON | 35.15000 464416.56| 32.00000 422797.44| 31.80000 420154.96 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0018 402-05468 2251.330 TON | 28.65000 64500.60| 27.00000 60785.91| 31.75000 71479.73 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05495 4568.030 TON | 31.35000 143207.74| 33.00000 150744.99| 34.40000 157140.23 HMA WEDGE AND LEVEL | | | 0020 406-05520 153.950 TON | 200.00000 30790.00| 100.00000 15395.00| 207.00000 31867.65 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1236.00000 4944.00| 1200.00000 4800.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01700 4.000 EACH| 1751.00000 7004.00| 1700.00000 6800.00| 1555.00000 6220.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-01867 4.000 EACH| 1133.00000 4532.00| 1100.00000 4400.00| 1280.00000 5120.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0024 601-94689 6.000 EACH| 1957.00000 11742.00| 3333.03000 19998.18| 2400.00000 14400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 2.000 EACH| 824.00000 1648.00| 800.00000 1600.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 1642.000 LFT | 9.27000 15221.34| 9.00000 14778.00| 10.85000 17815.70 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 602-06729 10.000 EACH| 11.00000 110.00| 3.98000 39.80| 7.10000 71.00 BARRIER DELINEATOR | | | 0028 608-04395 45.280 TON | 90.00000 4075.20| 300.00000 13584.00| 253.30000 11469.42 AGGREGATE FOR SHOULDER DRAINS | | | 0029 610-05527 4539.610 TON | 45.00000 204282.45| 58.00000 263297.38| 56.40000 256034.00 HMA FOR APPROACHES | | | 0030 611-06498 2.000 EACH| 220.00000 440.00| 300.00000 600.00| 135.00000 270.00 MAILBOX ASSEMBLY, DOUBLE | | | 0031 611-95023 21.000 EACH| 130.00000 2730.00| 200.00000 4200.00| 102.70000 2156.70 MAILBOX ASSEMBLY, RESET | | | 0032 615-06520 5.000 EACH| 250.00000 1250.00| 300.00000 1500.00| 420.00000 2100.00 MONUMENT, RE-ESTABLISH | | | 0033 616-02320 162.400 SYS | 0.75000 121.80| 1.00000 162.40| 2.40000 389.76 GEOTEXTILES | | | 0034 616-06405 162.400 TON | 20.00000 3248.00| 90.00000 14616.00| 34.60000 5619.04 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 327 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,634,398.20 ROUTE : SR 39 CALL ORDER : 327 CONTRACT ID : RS-25936-A COUNTIES : PULASKI LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 619-91919 274.000 LFT | 2.85000 780.90| 10.00000 2740.00| 6.75000 1849.50 JOINT AND CRACK CLEANING AND SEALING | | | 0036 621-06574 2061.400 SYS | 2.85000 5874.99| 3.00000 6184.20| 3.00000 6184.20 SODDING | | | 0037 720-44000 9.000 EACH| 125.00000 1125.00| 500.00000 4500.00| 364.80000 3283.20 CASTING, ADJUST TO GRADE | | | 0038 801-04308 14.000 EACH| 127.72000 1788.08| 124.00000 1736.00| 96.00000 1344.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06203 5784.050 LFT | 0.23000 1330.33| 0.22000 1272.49| 2.50000 14460.13 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0040 801-06605 30.000 EACH| 80.34000 2410.20| 78.00000 2340.00| 1.00000 30.00 BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 91.67000 366.68| 89.00000 356.00| 101.00000 404.00 BARRICADE, IIIB | | | 0042 801-06625 32.000 EACH| 74.16000 2373.12| 72.00000 2304.00| 62.00000 1984.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 74.000 EACH| 92.70000 6859.80| 90.00000 6660.00| 74.00000 5476.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 30000.00000 30000.00| 253000.00000 253000.00| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0045 802-96915 LUMP| 515.00000 515.00| 1100.00000 1100.00| 550.00000 550.00 SIGN, RELOCATE | | | 0046 804-06740 20.000 EACH| 8.85000 177.00| 8.59000 171.80| 16.25000 325.00 DELINEATOR WITH POST, D2 | | | 0047 804-06771 44.000 EACH| 20.34000 894.96| 19.75000 869.00| 36.25000 1595.00 DELINEATOR POST, FLEXIBLE | | | 0048 808-06713 115632.000 LFT | 0.08000 9250.56| 0.08000 9250.56| 0.10000 11563.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0049 808-75240 14320.000 LFT | 0.27000 3866.40| 0.25000 3580.00| 0.25000 3580.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0050 808-75245 923.000 LFT | 0.27000 249.21| 0.25000 230.75| 0.25000 230.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0051 808-75297 100.000 LFT | 3.71000 371.00| 3.50000 350.00| 5.00000 500.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0052 801-06207 5280.000 LFT | 0.63000 3326.40| 0.98000 5174.40| 1.25000 6600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 305-05206 7190.000 TON | 28.95000 208150.50| 33.00000 237270.00| 39.40000 283286.00 WIDENING WITH HMA INTERMEDIATE 19.0 mm, | | | MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 327 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,634,398.20 ROUTE : SR 39 CALL ORDER : 327 CONTRACT ID : RS-25936-A COUNTIES : PULASKI LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,849,667.30| $ 3,247,109.63| $ 3,439,829.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,849,667.30| $ 3,247,109.63| $ 3,439,829.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,950,797.89 ROUTE : US 41 CALL ORDER : 331 CONTRACT ID : RS-25939-A COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0197025 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 2,920,132.62 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,114,798.00 106.6663% 3 35-1035700 BUCKO CONSTRUCTION $ 3,719,520.60 127.3750% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-04655 6.000 MOS | 200.00000 1200.00| 300.00000 1800.00| 500.00000 3000.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 55000.00000 55000.00 CONSTRUCTION ENGINEERING | | | 0003 105-07039 6.000 MOS | 1500.00000 9000.00| 1490.00000 8940.00| 3500.00000 21000.00 FIELD OFFICE, B | | | 0004 110-01001 LUMP| 146000.00000 146000.00| 155123.35000 155123.35| 177000.00000 177000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 8623.000 LFT | 2.60000 22419.80| 2.70000 23282.10| 2.75000 23713.25 GUARDRAIL, REMOVE | | | 0006 202-02271 11.000 EACH| 200.00000 2200.00| 300.00000 3300.00| 250.00000 2750.00 HEADWALL, REMOVE | | | 0007 202-60820 244552.000 SYS | 0.55000 134503.60| 0.80000 195641.60| 1.05000 256779.60 SURFACE MILLING, ASPHALT | | | 0008 202-93741 13.000 EACH| 160.00000 2080.00| 165.00000 2145.00| 170.00000 2210.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 211-02060 500.000 CYS | 8.00000 4000.00| 9.00000 4500.00| 35.00000 17500.00 B BORROW FOR STRUCTURE BACKFILL | | | 0010 213-52830 7.000 CYS | 175.00000 1225.00| 115.00000 805.00| 400.00000 2800.00 FLOWABLE MORTAR | | | 0011 303-04853 6450.000 TON | 10.00000 64500.00| 9.85000 63532.50| 10.00000 64500.00 COMPACTED AGGREGATE SHOULDER, MILLED | | | MATERIAL | | | 0012 305-05206 1656.000 TON | 35.00000 57960.00| 46.50000 77004.00| 47.50000 78660.00 WIDENING WITH HMA | | | 0013 401-05455 41748.000 TON | 28.50000 1189818.00| 31.65000 1321324.20| 34.75000 1450743.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0014 401-05456 17219.000 TON | 36.00000 619884.00| 38.75000 667236.25| 41.20000 709422.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,950,797.89 ROUTE : US 41 CALL ORDER : 331 CONTRACT ID : RS-25939-A COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05467 74787.000 LFT | 0.07000 5235.09| 0.10000 7478.70| 0.15000 11218.05 MILLED HMA CORRUGATIONS | | | 0016 401-06264 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 7000.00000 7000.00 PROFILOGRAPH, HMA | | | 0017 402-05494 74.000 LFT | 11.00000 814.00| 15.00000 1110.00| 20.00000 1480.00 HMA RUMBLE STRIPS | | | 0018 406-05520 125.000 TON | 240.00000 30000.00| 150.00000 18750.00| 348.00000 43500.00 ASPHALT FOR TACK COAT | | | 0019 506-06333 1905.000 SYS | 128.45000 244697.25| 90.00000 171450.00| 140.00000 266700.00 PCCP PATCHING, FULL DEPTH | | | 0020 601-61390 16.000 EACH| 30.00000 480.00| 30.50000 488.00| 31.50000 504.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0021 601-94689 11.000 EACH| 1800.00000 19800.00| 1820.00000 20020.00| 1890.00000 20790.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 6.000 EACH| 700.00000 4200.00| 710.00000 4260.00| 735.00000 4410.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 7670.000 LFT | 9.00000 69030.00| 9.10000 69797.00| 9.45000 72481.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 601-99108 1150.000 LFT | 14.00000 16100.00| 14.10000 16215.00| 14.70000 16905.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0025 605-05523 4968.000 LFT | 4.00000 19872.00| 5.00000 24840.00| 5.25000 26082.00 CURB, HMA | | | 0026 610-05527 416.000 TON | 50.00000 20800.00| 60.00000 24960.00| 65.00000 27040.00 HMA FOR APPROACHES | | | 0027 612-04315 42.650 TON | 665.00000 28362.25| 680.00000 29002.00| 825.00000 35186.25 ASPHALT MATERIAL FOR UNDERSEAL | | | 0028 612-60410 784.000 EACH| 5.40000 4233.60| 5.60000 4390.40| 7.35000 5762.40 DRILLED HOLE FOR UNDERSEAL | | | 0029 615-06527 1.000 EACH| 200.00000 200.00| 435.00000 435.00| 350.00000 350.00 MONUMENT, SECTION CORNER | | | 0030 616-06405 100.000 TON | 30.00000 3000.00| 30.00000 3000.00| 27.75000 2775.00 RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH| 435.00000 435.00| 300.00000 300.00| 275.00000 275.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 1000.000 SYS | 0.92000 920.00| 0.90000 900.00| 1.10000 1100.00 MULCHED SEEDING, R | | | 0033 715-01354 1000.000 LFT | 2.75000 2750.00| 6.20000 6200.00| 8.00000 8000.00 CLEAN EXISTING PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,950,797.89 ROUTE : US 41 CALL ORDER : 331 CONTRACT ID : RS-25939-A COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-05118 615.000 LFT | 46.00000 28290.00| 32.00000 19680.00| 75.85000 46647.75 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0035 715-05119 83.000 LFT | 42.00000 3486.00| 50.00000 4150.00| 58.00000 4814.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0036 715-05123 20.000 LFT | 60.00000 1200.00| 55.00000 1100.00| 110.00000 2200.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0037 715-46000 7.000 EACH| 225.00000 1575.00| 230.00000 1610.00| 260.00000 1820.00 PIPE END SECTION, 12 IN. | | | 0038 715-46005 3.000 EACH| 250.00000 750.00| 245.00000 735.00| 275.00000 825.00 PIPE END SECTION, 15 IN. | | | 0039 715-46020 3.000 EACH| 325.00000 975.00| 350.00000 1050.00| 350.00000 1050.00 PIPE END SECTION, 24 IN. | | | 0040 720-45025 12.000 EACH| 1650.00000 19800.00| 1200.00000 14400.00| 2200.00000 26400.00 INLET, D6 | | | 0041 801-01093 8.000 EACH| 680.00000 5440.00| 700.00000 5600.00| 1050.00000 8400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0042 801-06203 20360.000 LFT | 0.30000 6108.00| 0.15000 3054.00| 0.21000 4275.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 10180.000 LFT | 0.75000 7635.00| 0.70000 7126.00| 0.90000 9162.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06640 22.000 EACH| 92.00000 2024.00| 75.00000 1650.00| 97.00000 2134.00 CONSTRUCTION SIGN, A | | | 0045 801-06710 120.000 DAY | 13.50000 1620.00| 11.50000 1380.00| 12.60000 1512.00 FLASHING ARROW SIGN | | | 0046 801-06775 LUMP| 28000.00000 28000.00| 29500.00000 29500.00| 58000.00000 58000.00 MAINTAINING TRAFFIC | | | 0047 801-09133 2.000 EACH| 2500.00000 5000.00| 4000.00000 8000.00| 6300.00000 12600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0048 802-96915 LUMP| 950.00000 950.00| 1000.00000 1000.00| 1400.00000 1400.00 SIGN, RELOCATE | | | 0049 804-06740 13.000 EACH| 10.50000 136.50| 11.00000 143.00| 15.75000 204.75 DELINEATOR WITH POST, D2 | | | 0050 804-06771 375.000 EACH| 18.65000 6993.75| 19.00000 7125.00| 25.75000 9656.25 DELINEATOR POST, FLEXIBLE | | | 0051 808-06701 25448.000 LFT | 0.23000 5853.04| 0.25000 6362.00| 0.40000 10179.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0052 808-06703 6480.000 LFT | 0.23000 1490.40| 0.25000 1620.00| 0.40000 2592.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,950,797.89 ROUTE : US 41 CALL ORDER : 331 CONTRACT ID : RS-25939-A COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06713 101798.000 LFT | 0.10000 10179.80| 0.10000 10179.80| 0.20000 20359.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0054 808-75245 101798.000 LFT | 0.23000 23413.54| 0.25000 25449.50| 0.40000 40719.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0055 808-75996 1012.000 EACH| 2.50000 2530.00| 3.20000 3238.40| 4.70000 4756.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 1012.000 EACH| 17.75000 17963.00| 19.60000 19835.20| 25.00000 25300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 601-91147 1.000 EACH| 1700.00000 1700.00| 1720.00000 1720.00| 1785.00000 1785.00 GUARD RAIL END TREATMENT, RESET | | | 0058 601-94690 2.000 EACH| 2900.00000 5800.00| 2930.00000 5860.00| 3045.00000 6090.00 GUARDRAIL END TREATMENT, MS | | | SECTION TOTALS | $ 2,920,132.62| $ 3,114,798.00| $ 3,719,520.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,920,132.62| $ 3,114,798.00| $ 3,719,520.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 343 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,454.92 ROUTE : 46 CALL ORDER : 343 CONTRACT ID : RS-26157-A COUNTIES : MONROE LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 304,485.37 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 305,782.06 100.4258% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 900.00000 5400.00| 1900.00000 11400.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 9225.00000 9225.00| 10550.00000 10550.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 35952.000 SYS | 0.55000 19773.60| 0.44000 15818.88| SURFACE MILLING, ASPHALT | | | 0004 305-05204 50.000 TON | 120.00000 6000.00| 110.00000 5500.00| HMA FOR PATCHING | | | 0005 305-60400 20.000 TON | 45.00000 900.00| 18.00000 360.00| COMPACTED AGGREGATE FOR PATCHING | | | 0006 401-05455 2588.740 TON | 26.50000 68601.61| 32.00000 82839.68| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05456 2157.280 TON | 37.25000 80358.68| 46.00000 99234.88| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 400.000 TON | 31.75000 12700.00| 38.00000 15200.00| HMA WEDGE AND LEVEL | | | 0009 406-05520 12.000 TON | 220.00000 2640.00| 180.00000 2160.00| ASPHALT FOR TACK COAT | | | 0010 605-05523 100.000 LFT | 8.75000 875.00| 12.00000 1200.00| CURB, HMA | | | 0011 610-05527 1383.360 TON | 54.00000 74701.44| 28.00000 38734.08| HMA FOR APPROACHES | | | 0012 801-06207 4040.000 LFT | 0.80000 3232.00| 0.85000 3434.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 30.000 EACH| 78.00000 2340.00| 55.00000 1650.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 9750.00000 9750.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 343 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,454.92 ROUTE : 46 CALL ORDER : 343 CONTRACT ID : RS-26157-A COUNTIES : MONROE LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 480.000 LFT | 0.08000 38.40| 0.10000 48.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06714 13858.000 LFT | 0.08000 1108.64| 0.08000 1108.64| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 204.000 LFT | 3.50000 714.00| 3.00000 612.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0018 808-75320 2.000 EACH| 56.00000 112.00| 55.00000 110.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0019 808-75325 1.000 EACH| 75.00000 75.00| 70.00000 70.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0020 808-75996 198.000 EACH| 5.50000 1089.00| 4.05000 801.90| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0021 808-75998 198.000 EACH| 24.50000 4851.00| 25.00000 4950.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 304,485.37| $ 305,782.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 304,485.37| $ 305,782.06| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 349 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,179.10 ROUTE : 311 CALL ORDER : 349 CONTRACT ID : RS-26165-A COUNTIES : CLARK FLOYD LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 431000A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 391,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 495,215.02 126.6534% 3 35-0248940 CORYDON STONE & ASPHALT $ 568,653.99 145.4358% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT 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| 1200.00000 1200.00| 1600.00000 1600.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1200.00000 7200.00| 1000.00000 6000.00| 1000.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 19500.00000 19500.00| 2500.00000 2500.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 77930.000 SYS | 0.01000 779.30| 0.25000 19482.50| 0.25000 19482.50 SURFACE MILLING, ASPHALT | | | 0005 202-60822 200.000 SYS | 2.00000 400.00| 4.50000 900.00| 0.80000 160.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 401-05455 4915.070 TON | 24.00000 117961.68| 29.25000 143765.80| 33.00000 162197.31 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05456 4818.640 TON | 29.00000 139740.56| 39.50000 190336.28| 46.00000 221657.44 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 34.000 TON | 180.00000 6120.00| 170.00000 5780.00| 150.00000 5100.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 1138.650 TON | 36.00000 40991.40| 58.00000 66041.70| 50.00000 56932.50 HMA FOR APPROACHES | | | 0010 615-06525 1.000 EACH| 200.00000 200.00| 275.00000 275.00| 500.00000 500.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 720-44000 28.000 EACH| 200.00000 5600.00| 275.00000 7700.00| 150.00000 4200.00 CASTING, ADJUST TO GRADE | | | 0012 801-06207 5005.000 LFT | 1.00000 5005.00| 0.50000 2502.50| 0.90000 4504.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 45.000 EACH| 55.00000 2475.00| 60.00000 2700.00| 55.00000 2475.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 349 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,179.10 ROUTE : 311 CALL ORDER : 349 CONTRACT ID : RS-26165-A COUNTIES : CLARK FLOYD LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 7271.07000 7271.07| 7000.00000 7000.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0015 805-02503 880.000 LFT | 0.30000 264.00| 0.32000 281.60| 0.30000 264.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78510 88.000 LFT | 1.00000 88.00| 1.10000 96.80| 1.00000 88.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0017 805-78795 220.000 LFT | 8.50000 1870.00| 9.00000 1980.00| 8.50000 1870.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 805-92951 6.000 EACH| 200.00000 1200.00| 220.00000 1320.00| 200.00000 1200.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0019 807-98690 21.000 EACH| 250.00000 5250.00| 275.00000 5775.00| 250.00000 5250.00 HANDHOLE ADJUSTED TO GRADE | | | 0020 808-01296 2.000 EACH| 125.00000 250.00| 200.00000 400.00| 200.00000 400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (STOP AHEAD) | | | 0021 808-06711 4000.000 LFT | 0.01000 40.00| 0.06000 240.00| 0.06000 240.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0022 808-06712 10695.000 LFT | 0.01000 106.95| 0.06000 641.70| 0.06000 641.70 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 36027.000 LFT | 0.06000 2161.62| 0.06000 2161.62| 0.06000 2161.62 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 25157.000 LFT | 0.06000 1509.42| 0.06000 1509.42| 0.06000 1509.42 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75074 560.000 LFT | 0.70000 392.00| 0.70000 392.00| 0.65000 364.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 8 IN. | | | 0026 808-75078 480.000 LFT | 1.00000 480.00| 1.00000 480.00| 1.00000 480.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0027 808-75297 614.000 LFT | 4.00000 2456.00| 3.15000 1934.10| 3.00000 1842.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75320 29.000 EACH| 50.00000 1450.00| 53.00000 1537.00| 50.00000 1450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0029 808-75325 8.000 EACH| 65.00000 520.00| 72.00000 576.00| 70.00000 560.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0030 808-75996 788.000 EACH| 4.00000 3152.00| 3.00000 2364.00| 3.00000 2364.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 349 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,179.10 ROUTE : 311 CALL ORDER : 349 CONTRACT ID : RS-26165-A COUNTIES : CLARK FLOYD LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-75998 788.000 EACH| 19.50000 15366.00| 21.50000 16942.00| 20.00000 15760.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 391,000.00| $ 495,215.02| $ 568,653.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 391,000.00| $ 495,215.02| $ 568,653.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 355 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 431,828.02 ROUTE : 469 CALL ORDER : 355 CONTRACT ID : RS-26249-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/16/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 360,337.21 100.0000% 2 35-1139301 E & B PAVING, INC. $ 371,788.03 103.1778% 3 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 398,243.76 110.5197% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1016737 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WAYNE ASPHALT & 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 | 1486.25000 5945.00| 1400.00000 5600.00| 1600.00000 6400.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 18000.00000 18000.00| 18500.00000 18500.00| 21200.00000 21200.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4320.000 SYS | 0.50000 2160.00| 1.00000 4320.00| 0.50000 2160.00 SURFACE MILLING, ASPHALT | | | 0004 303-04075 900.000 TON | 13.00000 11700.00| 22.00000 19800.00| 13.00000 11700.00 COMPACTED AGGREGATE, O, 73 , SHOULDER | | | WEDGE | | | 0005 305-05204 229.000 TON | 79.85000 18285.65| 68.00000 15572.00| 75.00000 17175.00 HMA FOR PATCHING | | | 0006 305-05206 2089.000 TON | 32.25000 67370.25| 38.00000 79382.00| 40.00000 83560.00 WIDENING WITH HMA | | | 0007 305-60400 29.700 TON | 26.55000 788.54| 8.00000 237.60| 40.00000 1188.00 COMPACTED AGGREGATE FOR PATCHING | | | 0008 401-05456 2551.000 TON | 34.50000 88009.50| 36.00000 91836.00| 45.00000 114795.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 401-06264 LUMP| 1700.00000 1700.00| 3000.00000 3000.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0010 402-05473 3402.000 TON | 26.00000 88452.00| 29.00000 98658.00| 28.50000 96957.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0011 406-05520 13.000 TON | 232.00000 3016.00| 140.00000 1820.00| 175.00000 2275.00 ASPHALT FOR TACK COAT | | | 0012 608-04395 16.000 TON | 66.75000 1068.00| 20.00000 320.00| 150.00000 2400.00 AGGREGATE FOR SHOULDER DRAINS | | | 0013 801-06203 8278.000 LFT | 0.11000 910.58| 0.30000 2483.40| 0.41000 3393.98 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0014 801-06207 8278.000 LFT | 0.92000 7615.76| 0.75000 6208.50| 0.90000 7450.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 355 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 431,828.02 ROUTE : 469 CALL ORDER : 355 CONTRACT ID : RS-26249-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1016737 |BROOKS CONSTRUCTION |E & B PAVING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 14.000 EACH| 80.00000 1120.00| 85.00000 1190.00| 80.00000 1120.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 35150.00000 35150.00| 12800.00000 12800.00| 13560.00000 13560.00 MAINTAINING TRAFFIC | | | 0017 804-06770 8.000 EACH| 16.00000 128.00| 50.00000 400.00| 24.50000 196.00 DELINEATOR POST | | | 0018 805-78470 275.000 LFT | 0.40000 110.00| 0.20000 55.00| 0.20000 55.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0019 805-78795 137.000 LFT | 8.50000 1164.50| 10.00000 1370.00| 10.00000 1370.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0020 808-06705 724.000 LFT | 0.95000 687.80| 1.25000 905.00| 0.95000 687.80 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0021 808-06713 8278.000 LFT | 0.13000 1076.14| 0.13000 1076.14| 0.13000 1076.14 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 7928.000 LFT | 0.13000 1030.64| 0.13000 1030.64| 0.13000 1030.64 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 108.000 LFT | 4.25000 459.00| 4.50000 486.00| 4.25000 459.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75320 6.000 EACH| 60.00000 360.00| 65.00000 390.00| 60.00000 360.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75996 187.000 EACH| 2.55000 476.85| 3.25000 607.75| 6.00000 1122.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 187.000 EACH| 19.00000 3553.00| 20.00000 3740.00| 19.00000 3553.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 360,337.21| $ 371,788.03| $ 398,243.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 360,337.21| $ 371,788.03| $ 398,243.76 ====================================================================================================================================