INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,068,436.46 ROUTE : US 31 CALL ORDER : 110 CONTRACT ID : R -23365-A COUNTIES : BARTHOLOMEW LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3903(004) 3903(004) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 839,400.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 989,848.61 117.9233% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND SIGNAL MODERNIZATION | | | 0001 201-52370 LUMP| 18100.00000 18100.00| 18000.00000 18000.00| CLEARING RIGHT OF WAY | | | 0002 202-02240 1543.000 SYS | 7.50000 11572.50| 7.00000 10801.00| PAVEMENT, REMOVE | | | 0003 202-02250 2.000 EACH| 175.00000 350.00| 400.00000 800.00| TREE, 10 IN., REMOVE | | | 0004 202-02255 1.000 EACH| 300.00000 300.00| 500.00000 500.00| TREE, 18 IN., REMOVE | | | 0005 202-02271 7.000 EACH| 130.00000 910.00| 175.00000 1225.00| HEADWALL, REMOVE | | | 0006 202-60820 1063.000 SYS | 5.00000 5315.00| 5.00000 5315.00| SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 200.00000 200.00| 1900.00000 1900.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 202-91385 1.000 EACH| 200.00000 200.00| 325.00000 325.00| INLET, REMOVE | | | 0009 202-96133 653.000 LFT | 7.00000 4571.00| 9.00000 5877.00| PIPE, REMOVE | | | 0010 203-02000 5661.000 CYS | 9.00000 50949.00| 10.00000 56610.00| EXCAVATION, COMMON | | | 0011 205-02229 70.000 LFT | 4.00000 280.00| 4.00000 280.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 8.000 EACH| 60.50000 484.00| 60.00000 480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02236 5.000 EACH| 60.00000 300.00| 60.00000 300.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,068,436.46 ROUTE : US 31 CALL ORDER : 110 CONTRACT ID : R -23365-A COUNTIES : BARTHOLOMEW LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 331.000 CYS | 9.00000 2979.00| 15.00000 4965.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 402.000 TON | 13.00000 5226.00| 14.00000 5628.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05470 2521.000 TON | 31.10000 78403.10| 37.00000 93277.00| HMA BASE C25.0 mm, MAINLINE | | | 0020 405-05518 564.000 SYS | 0.82000 462.48| 1.00000 564.00| ASPHALT FOR PRIME COAT | | | 0021 406-05520 23.640 TON | 155.00000 3664.20| 175.00000 4137.00| ASPHALT FOR TACK COAT | | | 0022 501-02400 LUMP| 725.00000 725.00| 3900.00000 3900.00| PROFILOGRAPH | | | 0023 601-06035 28.000 LFT | 25.50000 714.00| 28.00000 784.00| GUARDRAIL, RESET | | | 0024 603-06040 4350.000 LFT | 3.80000 16530.00| 4.25000 18487.50| FENCE, FARM FIELD, 47 IN. | | | 0025 605-06140 662.000 LFT | 15.00000 9930.00| 19.00000 12578.00| CURB AND GUTTER, CONCRETE | | | 0026 610-05527 124.000 TON | 75.00000 9300.00| 65.00000 8060.00| HMA FOR APPROACHES | | | 0027 611-05330 343.800 SYS | 30.00000 10314.00| 42.00000 14439.60| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0028 611-95023 5.000 EACH| 115.00000 575.00| 80.00000 400.00| MAILBOX ASSEMBLY, RESET | | | 0029 611-98146 48.700 SYS | 35.00000 1704.50| 55.00000 2678.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 9 IN. | | | 0030 621-06559 25900.000 SYS | 0.30000 7770.00| 0.35000 9065.00| MULCHED SEEDING, R | | | 0031 621-06574 12.000 SYS | 20.00000 240.00| 25.00000 300.00| SODDING | | | 0032 715-03153 64.000 LFT | 23.50000 1504.00| 26.00000 1664.00| PIPE, GROUP D, 18 IN. | | | 0033 715-04612 58.000 LFT | 25.00000 1450.00| 28.00000 1624.00| PIPE GROUP G, 21 IN. X 15 IN. | | | 0034 715-05053 79.000 LFT | 10.00000 790.00| 13.00000 1027.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0035 715-05820 254.000 LFT | 45.00000 11430.00| 48.00000 12192.00| PIPE, REINFORCED CONCRETE HE-I, | | | D0.01=800, 23 IN. X 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,068,436.46 ROUTE : US 31 CALL ORDER : 110 CONTRACT ID : R -23365-A COUNTIES : BARTHOLOMEW LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-05820 21.000 LFT | 36.00000 756.00| 22.00000 462.00| PIPE, REINFORCED CONCRETE III, | | | D0.01=1500, 12 IN. | | | 0037 715-13015 480.000 LFT | 20.00000 9600.00| 23.00000 11040.00| PIPE, GROUP L, 15 IN. | | | 0038 715-44255 3676.000 LFT | 2.75000 10109.00| 3.75000 13785.00| PIPE, GROUP K, 6 IN. | | | 0039 715-46055 6.000 EACH| 330.00000 1980.00| 285.00000 1710.00| PIPE END SECTION, MIN. AREA 1.8 SQ. FT. | | | 0040 715-99373 176.000 LFT | 27.00000 4752.00| 31.00000 5456.00| PIPE, GROUP A, 24 IN. | | | 0041 715-99394 77.000 LFT | 22.00000 1694.00| 22.00000 1694.00| PIPE, GROUP A, 12 IN. | | | 0042 718-52610 331.000 CYS | 23.50000 7778.50| 18.00000 5958.00| AGGREGATE FOR UNDERDRAINS | | | 0043 720-45055 2.000 EACH| 1025.00000 2050.00| 1100.00000 2200.00| INLET, M10 | | | 0044 720-45069 1.000 EACH| 1120.00000 1120.00| 1500.00000 1500.00| INLET, P12 | | | 0045 720-45410 1.000 EACH| 1100.00000 1100.00| 1200.00000 1200.00| MANHOLE, C4 | | | 0046 720-91352 1.000 EACH| 830.00000 830.00| 1050.00000 1050.00| CATCH BASIN, F7 | | | 0047 720-93411 1.000 EACH| 1500.00000 1500.00| 1400.00000 1400.00| INLET, C15, MODIFIED | | | 0048 720-94847 1.000 EACH| 1150.00000 1150.00| 1300.00000 1300.00| INLET, R13, MODIFIED | | | 0049 730-02628 1.000 EACH| 450.00000 450.00| 275.00000 275.00| SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0050 730-02629 2.000 EACH| 500.00000 1000.00| 400.00000 800.00| SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0051 730-02630 2.000 EACH| 800.00000 1600.00| 575.00000 1150.00| SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0052 730-04224 2.000 EACH| 395.00000 790.00| 300.00000 600.00| SAFETY METAL END SECTION, 4:1, 21 IN. X | | | 15 IN. | | | 0053 730-04611 5.000 EACH| 400.00000 2000.00| 175.00000 875.00| SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0055 801-06606 39.000 EACH| 70.00000 2730.00| 75.00000 2925.00| BARRICADE, IIIB | | | 0056 801-06640 40.000 EACH| 50.50000 2020.00| 55.00000 2200.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,068,436.46 ROUTE : US 31 CALL ORDER : 110 CONTRACT ID : R -23365-A COUNTIES : BARTHOLOMEW LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06710 250.000 DAY | 14.00000 3500.00| 15.00000 3750.00| FLASHING ARROW SIGN | | | 0061 802-76025 22.500 SFT | 18.50000 416.25| 15.00000 337.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0062 802-76035 63.660 SFT | 17.50000 1114.05| 16.00000 1018.56| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0063 802-76055 114.000 LFT | 6.50000 741.00| 6.00000 684.00| SIGN POST, A | | | 0064 804-06770 6.000 EACH| 17.00000 102.00| 18.00000 108.00| DELINEATOR POST | | | 0065 805-01815 4.000 EACH| 1405.00000 5620.00| 1650.00000 6600.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0066 805-01842 9.000 EACH| 650.00000 5850.00| 800.00000 7200.00| HANDHOLE, SIGNAL | | | 0067 805-02087 LUMP| 287.00000 287.00| 450.00000 450.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0068 805-02202 2.000 EACH| 600.00000 1200.00| 900.00000 1800.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0069 805-06592 1470.000 LFT | 6.45000 9481.50| 11.00000 16170.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0070 805-78100 1.000 EACH| 8700.00000 8700.00| 7200.00000 7200.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0071 805-78205 4.000 EACH| 425.00000 1700.00| 385.00000 1540.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0072 805-78245 4.000 EACH| 1900.00000 7600.00| 1700.00000 6800.00| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0073 805-78255 2.000 EACH| 1905.00000 3810.00| 1700.00000 3400.00| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER | | | ARROW, GREEN ARROW | | | 0074 805-78415 2.000 EACH| 1450.00000 2900.00| 1275.00000 2550.00| SPAN, CATENARY, AND TETHER | | | 0075 805-78420 4.000 EACH| 252.00000 1008.00| 250.00000 1000.00| DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,068,436.46 ROUTE : US 31 CALL ORDER : 110 CONTRACT ID : R -23365-A COUNTIES : BARTHOLOMEW LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 805-78445 1.000 EACH| 495.00000 495.00| 325.00000 325.00| SIGNAL SERVICE | | | 0077 805-78467 75.000 LFT | 1.90000 142.50| 2.00000 150.00| SIGNAL CABLE, 3C 8GA. | | | 0078 805-78470 4008.000 LFT | 0.15000 601.20| 0.10000 400.80| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0079 805-78485 475.000 LFT | 1.00000 475.00| 2.50000 1187.50| SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 685.000 LFT | 1.05000 719.25| 2.50000 1712.50| SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 2835.000 LFT | 0.90000 2551.50| 1.00000 2835.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78785 6.000 EACH| 530.00000 3180.00| 750.00000 4500.00| SIGNAL DETECTOR HOUSING | | | 0083 805-78795 1320.000 LFT | 5.00000 6600.00| 7.00000 9240.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH| 505.00000 505.00| 975.00000 975.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81060 4.000 EACH| 3255.00000 13020.00| 2895.00000 11580.00| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0086 808-06701 1310.000 LFT | 0.32000 419.20| 0.40000 524.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0087 808-06703 3803.000 LFT | 0.32000 1216.96| 0.40000 1521.20| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0088 808-06705 1265.000 LFT | 0.90000 1138.50| 0.65000 822.25| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0089 808-06713 6200.000 LFT | 0.09000 558.00| 0.12000 744.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0090 808-06714 5200.000 LFT | 0.09000 468.00| 0.12000 624.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0091 808-75245 1908.000 LFT | 0.32000 610.56| 0.40000 763.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0092 808-75260 402.000 LFT | 1.40000 562.80| 2.00000 804.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0093 808-75297 205.000 LFT | 2.75000 563.75| 3.75000 768.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0094 808-75320 18.000 EACH| 55.00000 990.00| 52.00000 936.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,068,436.46 ROUTE : US 31 CALL ORDER : 110 CONTRACT ID : R -23365-A COUNTIES : BARTHOLOMEW LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 808-75325 17.000 EACH| 75.50000 1283.50| 62.00000 1054.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0096 808-75996 181.000 EACH| 3.00000 543.00| 3.75000 678.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0097 808-75998 181.000 EACH| 29.75000 5384.75| 31.00000 5611.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0098 900-06790 10.000 MOS | 1050.00000 10500.00| 900.00000 9000.00| FIELD OFFICE, 300 SQ FT | | | 0099 920-06775 LUMP| 8000.00000 8000.00| 23000.00000 23000.00| MAINTAINING TRAFFIC | | | 0100 930-06845 LUMP| 24500.00000 24500.00| 16250.00000 16250.00| CONSTRUCTION ENGINEERING | | | 0101 940-01001 LUMP| 20000.00000 20000.00| 49000.00000 49000.00| MOBILIZATION AND DEMOBILIZATION | | | 0102 401-05437 5177.000 TON | 32.35000 167475.95| 37.00000 191549.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0103 401-05455 3771.000 TON | 32.00000 120672.00| 37.00000 139527.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0104 401-05456 1851.000 TON | 40.50000 74965.50| 50.00000 92550.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0105 801-06203 2000.000 LFT | 0.30000 600.00| 0.30000 600.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0106 801-06207 2640.000 LFT | 0.90000 2376.00| 0.85000 2244.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0107 621-01004 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 839,400.00| $ 989,848.61| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 839,400.00| $ 989,848.61| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : BIKE CALL ORDER : 150 CONTRACT ID : R -24288-A COUNTIES : WAYNE LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,736,838.39 100.0000% 2 35-1636776 LINKEL COMPANY IRREGULAR BID $ 1,797,810.48 103.5105% 3 35-0997978 PHEND & BROWN, INC. $ 2,266,226.62 130.4799% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,801,150.93 ROUTE : 69 CALL ORDER : 160 CONTRACT ID : R -24407-A COUNTIES : MARION HAMILTON LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,224,110.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 4,291,651.45 101.5989% 3 35-1139301 E & B PAVING, INC. $ 4,571,708.88 108.2289% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 4,737,521.12 112.1543% ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BITUMINOUS OVERLAY, THIN LAY | | | 0001 105-01925 9.000 MOS | 1800.00000 16200.00| 1600.00000 14400.00| 1800.00000 16200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 16000.00000 16000.00| 13475.00000 13475.00| 10260.00000 10260.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 211200.00000 211200.00| 45300.00000 45300.00| 185500.00000 185500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 417150.000 m2 | 1.00000 417150.00| 1.25000 521437.50| 1.21000 504751.50 SURFACE MILLING, ASPHALT | | | 0005 305-05204 2560.800 Mg | 45.00000 115236.00| 66.00000 169012.80| 50.00000 128040.00 HMA FOR PATCHING | | | 0006 401-05455 37805.000 Mg | 31.00000 1171955.00| 29.25000 1105796.25| 31.00000 1171955.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05467 85790.000 m | 0.35000 30026.50| 0.23000 19731.70| 0.35000 30026.50 MILLED HMA CORRUGATIONS | | | 0010 401-06264 LUMP| 7500.00000 7500.00| 10500.00000 10500.00| 12500.00000 12500.00 PROFILOGRAPH, HMA | | | 0011 406-05520 165.000 Mg | 155.00000 25575.00| 210.00000 34650.00| 200.00000 33000.00 ASPHALT FOR TACK COAT | | | 0012 506-06333 100.000 m2 | 240.00000 24000.00| 365.00000 36500.00| 300.00000 30000.00 PCCP PATCHING, FULL DEPTH | | | 0013 610-05527 2191.000 Mg | 43.00000 94213.00| 58.00000 127078.00| 45.00000 98595.00 HMA FOR APPROACHES | | | 0014 801-01093 10.000 EACH| 460.00000 4600.00| 475.25000 4752.50| 450.00000 4500.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,801,150.93 ROUTE : 69 CALL ORDER : 160 CONTRACT ID : R -24407-A COUNTIES : MARION HAMILTON LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 801-06640 38.000 EACH| 52.00000 1976.00| 79.30000 3013.40| 75.00000 2850.00 CONSTRUCTION SIGN, A | | | 0018 801-06710 240.000 DAY | 15.00000 3600.00| 19.00000 4560.00| 18.00000 4320.00 FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 54544.67000 54544.67| 164400.00000 164400.00| 124000.00000 124000.00 MAINTAINING TRAFFIC | | | 0020 801-09133 5.000 EACH| 4600.00000 23000.00| 4224.45000 21122.25| 4000.00000 20000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0021 805-05406 2.000 EACH| 17500.00000 35000.00| 17965.00000 35930.00| 17008.70000 34017.40 DATA COLLECTION SITE ,4 LANE | | | 0022 805-05406 1.000 EACH| 37000.00000 37000.00| 38635.00000 38635.00| 36570.31000 36570.31 DATA COLLECTION SITE ,5DL + 4RL | | | 0023 805-05406 2.000 EACH| 26000.00000 52000.00| 26850.00000 53700.00| 25414.51000 50829.02 DATA COLLECTION SITE ,6 LANE | | | 0024 805-05406 1.000 EACH| 29000.00000 29000.00| 29600.00000 29600.00| 27955.96000 27955.96 DATA COLLECTION SITE ,7 LANE | | | 0025 808-06702 13300.000 m | 1.20000 15960.00| 1.32000 17556.00| 1.25000 16625.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0026 808-06713 58000.170 m | 0.16000 9280.03| 0.15000 8700.03| 0.13000 7540.02 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 1000.640 m | 0.16000 160.10| 0.27000 270.17| 0.26000 260.17 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-75046 57000.000 m | 0.20000 11400.00| 0.17000 9690.00| 0.16000 9120.00 LINE, PAINT, SOLID, YELLOW, 125 mm | | | 0029 808-75256 4155.000 m | 1.80000 7479.00| 2.11000 8767.05| 2.00000 8310.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0030 808-75272 1320.000 m | 7.90000 10428.00| 7.08000 9345.60| 6.70000 8844.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0031 808-75996 2250.000 EACH| 3.00000 6750.00| 3.20000 7200.00| 4.00000 9000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 2250.000 EACH| 24.00000 54000.00| 24.82000 55845.00| 24.50000 55125.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 305-05204 219.900 Mg | 200.00000 43980.00| 225.00000 49477.50| 450.00000 98955.00 HMA FOR PATCHING | | | 0034 401-05456 30591.000 Mg | 38.20000 1168576.20| 36.05000 1102805.55| 40.00000 1223640.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0035 401-05464 14365.000 Mg | 35.00000 502775.00| 37.55000 539405.75| 40.00000 574600.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,801,150.93 ROUTE : 69 CALL ORDER : 160 CONTRACT ID : R -24407-A COUNTIES : MARION HAMILTON LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06204 3985.000 m | 1.10000 4383.50| 1.52000 6057.20| 1.08000 4303.80 TEMPORARY PAVEMENT MARKING, 125 mm | | | 0037 801-06208 5720.000 m | 3.35000 19162.00| 4.01000 22937.20| 5.16000 29515.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | SECTION TOTALS | $ 4,224,110.00| $ 4,291,651.45| $ 4,571,708.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,224,110.00| $ 4,291,651.45| $ 4,571,708.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,801,150.93 ROUTE : 69 CALL ORDER : 160 CONTRACT ID : R -24407-A COUNTIES : MARION HAMILTON LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BITUMINOUS OVERLAY, THIN LAY | | | 0001 105-01925 9.000 MOS | 1800.00000 16200.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 16500.00000 16500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 417150.000 m2 | 1.05000 438007.50| | SURFACE MILLING, ASPHALT | | | 0005 305-05204 2560.800 Mg | 55.00000 140844.00| | HMA FOR PATCHING | | | 0006 401-05455 37805.000 Mg | 33.80000 1277809.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05467 85790.000 m | 0.36000 30884.40| | MILLED HMA CORRUGATIONS | | | 0010 401-06264 LUMP| 10000.00000 10000.00| | PROFILOGRAPH, HMA | | | 0011 406-05520 165.000 Mg | 160.00000 26400.00| | ASPHALT FOR TACK COAT | | | 0012 506-06333 100.000 m2 | 240.00000 24000.00| | PCCP PATCHING, FULL DEPTH | | | 0013 610-05527 2191.000 Mg | 57.00000 124887.00| | HMA FOR APPROACHES | | | 0014 801-01093 10.000 EACH| 455.00000 4550.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0017 801-06640 38.000 EACH| 77.00000 2926.00| | CONSTRUCTION SIGN, A | | | 0018 801-06710 240.000 DAY | 18.00000 4320.00| | FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 102750.00000 102750.00| | MAINTAINING TRAFFIC | | | 0020 801-09133 5.000 EACH| 4250.00000 21250.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0021 805-05406 2.000 EACH| 17500.00000 35000.00| | DATA COLLECTION SITE ,4 LANE | | | 0022 805-05406 1.000 EACH| 37500.00000 37500.00| | DATA COLLECTION SITE ,5DL + 4RL | | | 0023 805-05406 2.000 EACH| 26500.00000 53000.00| | DATA COLLECTION SITE ,6 LANE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,801,150.93 ROUTE : 69 CALL ORDER : 160 CONTRACT ID : R -24407-A COUNTIES : MARION HAMILTON LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0024 805-05406 1.000 EACH| 28500.00000 28500.00| | DATA COLLECTION SITE ,7 LANE | | | 0025 808-06702 13300.000 m | 1.30000 17290.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0026 808-06713 58000.170 m | 0.15000 8700.03| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 1000.640 m | 0.30000 300.19| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-75046 57000.000 m | 0.20000 11400.00| | LINE, PAINT, SOLID, YELLOW, 125 mm | | | 0029 808-75256 4155.000 m | 2.10000 8725.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0030 808-75272 1320.000 m | 7.10000 9372.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0031 808-75996 2250.000 EACH| 3.15000 7087.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 2250.000 EACH| 25.50000 57375.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 305-05204 219.900 Mg | 315.00000 69268.50| | HMA FOR PATCHING | | | 0034 401-05456 30591.000 Mg | 45.00000 1376595.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0035 401-05464 14365.000 Mg | 45.00000 646425.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0036 801-06204 3985.000 m | 1.70000 6774.50| | TEMPORARY PAVEMENT MARKING, 125 mm | | | 0037 801-06208 5720.000 m | 4.00000 22880.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | SECTION TOTALS | $ 4,737,521.12| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,737,521.12| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,817,045.90 ROUTE : I-70 CALL ORDER : 170 CONTRACT ID : R -24410-A COUNTIES : HENRY LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : O704129 0704129 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,498,869.81 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,554,705.38 103.7251% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,788,840.00 119.3459% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,823,043.67 121.6278% 5 35-1212938 ATLAS EXCAVATING, INC. $ 1,932,933.57 128.9594% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND BRIDGE DECK OVERLAY | | | 0001 105-01925 11.000 MOS | 1500.00000 16500.00| 1600.00000 17600.00| 2000.00000 22000.00 FIELD OFFICE, 51.1 m2 | | | 0003 105-06845 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 74000.00000 74000.00| 77700.00000 77700.00| 74383.06000 74383.06 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 544.000 m2 | 24.00000 13056.00| 24.00000 13056.00| 25.00000 13600.00 PAVEMENT, REMOVE | | | 0006 202-02241 141.840 m | 13.00000 1843.92| 20.00000 2836.80| 13.00000 1843.92 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 37000.00000 37000.00| 27400.00000 27400.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 1474.000 m2 | 8.50000 12529.00| 7.40000 10907.60| 7.70000 11349.80 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 500.000 m2 | 0.54000 270.00| 3.02000 1510.00| 3.15000 1575.00 SURFACE MILLING, ASPHALT | | | 0010 202-60820 131254.000 m2 | 0.54000 70877.16| 0.25000 32813.50| 0.60000 78752.40 SURFACE MILLING, ASPHALT 25MM | | | 0011 202-60822 592.000 m2 | 3.70000 2190.40| 5.08000 3007.36| 5.10000 3019.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02080 0.220 km | 6000.00000 1320.00| 32800.00000 7216.00| 34400.00000 7568.00 LINEAR GRADING | | | 0013 303-60900 127.000 Mg | 31.00000 3937.00| 47.00000 5969.00| 49.00000 6223.00 COMPACTED AGGREGATE FOR BASE, 0 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,817,045.90 ROUTE : I-70 CALL ORDER : 170 CONTRACT ID : R -24410-A COUNTIES : HENRY LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 305-05204 849.400 Mg | 92.00000 78144.80| 105.00000 89187.00| 120.00000 101928.00 HMA FOR PATCHING , SHOULDER | | | 0015 310-04013 632.700 m2 | 132.00000 83516.40| 150.65000 95316.26| 134.00000 84781.80 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0017 406-05520 33.500 Mg | 168.00000 5628.00| 185.00000 6197.50| 150.00000 5025.00 ASPHALT FOR TACK COAT | | | 0019 501-05310 30.400 m | 405.00000 12312.00| 460.00000 13984.00| 400.00000 12160.00 TERMINAL JOINT | | | 0020 502-06327 184.000 m2 | 85.00000 15640.00| 62.00000 11408.00| 65.00000 11960.00 PCCP, 250 mm | | | 0021 601-01522 6.000 EACH| 1250.00000 7500.00| 1275.00000 7650.00| 1200.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-06037 8.000 EACH| 600.00000 4800.00| 575.00000 4600.00| 580.00000 4640.00 GUARDRAIL END TREATMENT, I | | | 0023 601-06778 2.000 EACH| 7100.00000 14200.00| 6900.00000 13800.00| 6800.00000 13600.00 ENERGY ABSORBING TERMINAL, B CZ, 6 BAY | | | 0024 601-99105 15.240 m | 44.00000 670.56| 50.00000 762.00| 44.00000 670.56 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 601-99123 8.000 EACH| 2100.00000 16800.00| 1875.00000 15000.00| 2000.00000 16000.00 GUARDRAIL TRANSITION, GP | | | 0026 601-99132 6.000 EACH| 63.00000 378.00| 175.00000 1050.00| 62.00000 372.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0027 602-06639 226.000 m | 85.00000 19210.00| 98.00000 22148.00| 102.00000 23052.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 269.000 m | 75.00000 20175.00| 91.00000 24479.00| 95.00000 25555.00 TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 52.000 EACH| 8.50000 442.00| 6.00000 312.00| 8.30000 431.60 BARRIER DELINEATOR | | | 0030 610-05527 670.000 Mg | 66.00000 44220.00| 65.00000 43550.00| 72.00000 48240.00 HMA FOR APPROACHES | | | 0031 610-06257 355.000 m2 | 70.00000 24850.00| 62.00000 22010.00| 65.00000 23075.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-02320 706.000 m2 | 2.25000 1588.50| 3.00000 2118.00| 3.10000 2188.60 GEOTEXTILES | | | 0033 616-06405 417.000 Mg | 26.00000 10842.00| 41.41000 17267.97| 43.00000 17931.00 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 480.00000 960.00| 450.00000 900.00| 470.00000 940.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,817,045.90 ROUTE : I-70 CALL ORDER : 170 CONTRACT ID : R -24410-A COUNTIES : HENRY LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06559 400.000 m2 | 2.10000 840.00| 2.00000 800.00| 2.15000 860.00 MULCHED SEEDING, R | | | 0036 702-51863 1484.000 EACH| 5.00000 7420.00| 6.00000 8904.00| 6.25000 9275.00 FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 5002.000 kg | 1.15000 5752.30| 2.20000 11004.40| 2.30000 11504.60 REINFORCING STEEL | | | 0038 703-51032 13802.000 kg | 1.25000 17252.50| 2.65000 36575.30| 2.80000 38645.60 REINFORCING STEEL, EPOXY COATED | | | 0039 703-97936 46.000 EACH| 11.00000 506.00| 14.00000 644.00| 14.50000 667.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 706-05734 8.000 EACH| 1800.00000 14400.00| 1800.00000 14400.00| 1870.00000 14960.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0042 706-51020 77.200 m3 | 430.00000 33196.00| 409.24000 31593.33| 420.00000 32424.00 CONCRETE, C, RAILING | | | 0043 708-51806 1.000 m2 | 1375.00000 1375.00| 650.00000 650.00| 670.00000 670.00 REPOINTING MASONRY | | | 0044 709-51821 LUMP| 2500.00000 2500.00| 5170.00000 5170.00| 5300.00000 5300.00 SURFACE SEAL | | | 0045 720-04682 2.000 EACH| 200.00000 400.00| 300.00000 600.00| 310.00000 620.00 INLET , FILL AND ABANDON | | | 0046 720-44296 2.000 EACH| 175.00000 350.00| 300.00000 600.00| 310.00000 620.00 CAP INLET | | | 0047 722-51401 11.000 m2 | 640.00000 7040.00| 215.00000 2365.00| 225.00000 2475.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0048 722-51842 1474.000 m2 | 45.00000 66330.00| 41.75000 61539.50| 43.00000 63382.00 BRIDGE DECK OVERLAY | | | 0049 722-51846 24.000 m3 | 395.00000 9480.00| 395.00000 9480.00| 395.00000 9480.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0050 722-51852 45.000 m2 | 80.00000 3600.00| 108.00000 4860.00| 112.00000 5040.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 722-60824 1474.000 m2 | 3.00000 4422.00| 3.03000 4466.22| 3.10000 4569.40 SURFACE MILLING | | | 0052 724-03276 26.000 m | 440.00000 11440.00| 396.00000 10296.00| 415.00000 10790.00 EXPANSION JOINT SEALING SYSTEM | | | 0053 801-06203 4954.000 m | 0.40000 1981.60| 0.28000 1387.12| 0.30000 1486.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 7210.000 m | 3.50000 25235.00| 4.09000 29488.90| 3.00000 21630.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06640 28.000 EACH| 80.00000 2240.00| 125.00000 3500.00| 78.00000 2184.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,817,045.90 ROUTE : I-70 CALL ORDER : 170 CONTRACT ID : R -24410-A COUNTIES : HENRY LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06645 2.000 EACH| 48.00000 96.00| 50.00000 100.00| 47.00000 94.00 CONSTRUCTION SIGN, B | | | 0057 801-06710 630.000 DAY | 14.00000 8820.00| 14.00000 8820.00| 15.00000 9450.00 FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 53200.00000 53200.00| 31300.00000 31300.00| 120000.00000 120000.00 MAINTAINING TRAFFIC | | | 0059 805-05406 1.000 EACH| 19000.00000 19000.00| 18668.75000 18668.75| 19000.00000 19000.00 DATA COLLECTION SITE , 4 LANE | | | 0060 808-06702 4434.000 m | 0.95000 4212.30| 0.90000 3990.60| 0.94000 4167.96 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0061 808-06713 18336.000 m | 0.15000 2750.40| 0.13000 2383.68| 0.15000 2750.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 18336.210 m | 0.15000 2750.43| 0.13000 2383.71| 0.15000 2750.43 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0063 808-06716 1051.000 m | 1.50000 1576.50| 1.45000 1523.95| 1.50000 1576.50 LINE, REMOVE | | | 0064 808-75001 178.000 m | 0.18000 32.04| 0.18000 32.04| 0.19000 33.82 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0065 808-75996 739.000 EACH| 4.00000 2956.00| 5.42000 4005.38| 4.25000 3140.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 753.000 EACH| 25.00000 18825.00| 24.00000 18072.00| 25.00000 18825.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 305-05204 520.520 Mg | 180.00000 93693.60| 145.00000 75475.40| 180.00000 93693.60 HMA FOR PATCHING , MAINLINE TRANSVERSE | | | JOINT | | | 0068 305-93341 4238.000 m | 3.60000 15256.80| 9.06000 38396.28| 4.20000 17799.60 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0069 305-93342 5141.000 m | 3.60000 18507.60| 9.23000 47451.43| 4.20000 21592.20 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0070 503-03489 270.000 EACH| 75.00000 20250.00| 69.84000 18856.80| 89.00000 24030.00 RETROFITTED TIE BARS | | | 0071 801-06198 20.000 DAY | 285.00000 5700.00| 885.88000 17717.60| 450.00000 9000.00 PATROLLER | | | 0072 801-09133 2.000 EACH| 6200.00000 12400.00| 6000.00000 12000.00| 6200.00000 12400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0073 401-05456 9844.000 Mg | 40.50000 398682.00| 42.00000 413448.00| 52.00000 511888.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | SECTION TOTALS | $ 1,498,869.81| $ 1,554,705.38| $ 1,788,840.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,498,869.81| $ 1,554,705.38| $ 1,788,840.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,817,045.90 ROUTE : I-70 CALL ORDER : 170 CONTRACT ID : R -24410-A COUNTIES : HENRY LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1212938 | |ERBER & MILLIGAN CONSTR. CO.|ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND BRIDGE DECK OVERLAY | | | 0001 105-01925 11.000 MOS | 1200.00000 13200.00| 700.00000 7700.00| FIELD OFFICE, 51.1 m2 | | | 0003 105-06845 LUMP| 16500.00000 16500.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 89000.00000 89000.00| 133000.00000 133000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 544.000 m2 | 20.00000 10880.00| 23.00000 12512.00| PAVEMENT, REMOVE | | | 0006 202-02241 141.840 m | 13.50000 1914.84| 13.50000 1914.84| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 60000.00000 60000.00| 65000.00000 65000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 1474.000 m2 | 6.25000 9212.50| 6.00000 8844.00| BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 500.000 m2 | 3.50000 1750.00| 3.20000 1600.00| SURFACE MILLING, ASPHALT | | | 0010 202-60820 131254.000 m2 | 0.65000 85315.10| 0.70000 91877.80| SURFACE MILLING, ASPHALT 25MM | | | 0011 202-60822 592.000 m2 | 2.50000 1480.00| 5.30000 3137.60| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02080 0.220 km | 10000.00000 2200.00| 45000.00000 9900.00| LINEAR GRADING | | | 0013 303-60900 127.000 Mg | 27.50000 3492.50| 25.00000 3175.00| COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 305-05204 849.400 Mg | 125.00000 106175.00| 145.00000 123163.00| HMA FOR PATCHING , SHOULDER | | | 0015 310-04013 632.700 m2 | 150.00000 94905.00| 155.00000 98068.50| PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0017 406-05520 33.500 Mg | 150.00000 5025.00| 165.00000 5527.50| ASPHALT FOR TACK COAT | | | 0019 501-05310 30.400 m | 250.00000 7600.00| 380.00000 11552.00| TERMINAL JOINT | | | 0020 502-06327 184.000 m2 | 55.00000 10120.00| 59.00000 10856.00| PCCP, 250 mm | | | 0021 601-01522 6.000 EACH| 1250.00000 7500.00| 1300.00000 7800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-06037 8.000 EACH| 600.00000 4800.00| 600.00000 4800.00| GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,817,045.90 ROUTE : I-70 CALL ORDER : 170 CONTRACT ID : R -24410-A COUNTIES : HENRY LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1212938 | |ERBER & MILLIGAN CONSTR. CO.|ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 601-06778 2.000 EACH| 5000.00000 10000.00| 7500.00000 15000.00| ENERGY ABSORBING TERMINAL, B CZ, 6 BAY | | | 0024 601-99105 15.240 m | 60.00000 914.40| 45.00000 685.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 601-99123 8.000 EACH| 2250.00000 18000.00| 2150.00000 17200.00| GUARDRAIL TRANSITION, GP | | | 0026 601-99132 6.000 EACH| 75.00000 450.00| 63.00000 378.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0027 602-06639 226.000 m | 60.00000 13560.00| 95.00000 21470.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06646 269.000 m | 55.00000 14795.00| 80.00000 21520.00| TEMPORARY CONCRETE BARRIER | | | 0029 602-06729 52.000 EACH| 8.00000 416.00| 8.30000 431.60| BARRIER DELINEATOR | | | 0030 610-05527 670.000 Mg | 75.00000 50250.00| 75.00000 50250.00| HMA FOR APPROACHES | | | 0031 610-06257 355.000 m2 | 55.00000 19525.00| 49.00000 17395.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 616-02320 706.000 m2 | 3.00000 2118.00| 4.30000 3035.80| GEOTEXTILES | | | 0033 616-06405 417.000 Mg | 25.00000 10425.00| 23.00000 9591.00| RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 600.00000 1200.00| 475.00000 950.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 400.000 m2 | 2.00000 800.00| 2.20000 880.00| MULCHED SEEDING, R | | | 0036 702-51863 1484.000 EACH| 6.00000 8904.00| 6.80000 10091.20| FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 5002.000 kg | 1.50000 7503.00| 1.35000 6752.70| REINFORCING STEEL | | | 0038 703-51032 13802.000 kg | 1.60000 22083.20| 1.45000 20012.90| REINFORCING STEEL, EPOXY COATED | | | 0039 703-97936 46.000 EACH| 12.00000 552.00| 16.00000 736.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 706-05734 8.000 EACH| 1200.00000 9600.00| 1400.00000 11200.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0042 706-51020 77.200 m3 | 440.00000 33968.00| 575.00000 44390.00| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,817,045.90 ROUTE : I-70 CALL ORDER : 170 CONTRACT ID : R -24410-A COUNTIES : HENRY LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1212938 | |ERBER & MILLIGAN CONSTR. CO.|ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 708-51806 1.000 m2 | 1000.00000 1000.00| 1150.00000 1150.00| REPOINTING MASONRY | | | 0044 709-51821 LUMP| 3500.00000 3500.00| 7500.00000 7500.00| SURFACE SEAL | | | 0045 720-04682 2.000 EACH| 250.00000 500.00| 350.00000 700.00| INLET , FILL AND ABANDON | | | 0046 720-44296 2.000 EACH| 250.00000 500.00| 370.00000 740.00| CAP INLET | | | 0047 722-51401 11.000 m2 | 275.00000 3025.00| 325.00000 3575.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0048 722-51842 1474.000 m2 | 42.00000 61908.00| 39.00000 57486.00| BRIDGE DECK OVERLAY | | | 0049 722-51846 24.000 m3 | 395.00000 9480.00| 395.00000 9480.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0050 722-51852 45.000 m2 | 75.00000 3375.00| 105.00000 4725.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 722-60824 1474.000 m2 | 5.00000 7370.00| 3.40000 5011.60| SURFACE MILLING | | | 0052 724-03276 26.000 m | 300.00000 7800.00| 380.00000 9880.00| EXPANSION JOINT SEALING SYSTEM | | | 0053 801-06203 4954.000 m | 1.50000 7431.00| 0.35000 1733.90| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0054 801-06207 7210.000 m | 3.25000 23432.50| 3.10000 22351.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0055 801-06640 28.000 EACH| 140.00000 3920.00| 90.00000 2520.00| CONSTRUCTION SIGN, A | | | 0056 801-06645 2.000 EACH| 40.00000 80.00| 47.00000 94.00| CONSTRUCTION SIGN, B | | | 0057 801-06710 630.000 DAY | 20.00000 12600.00| 15.00000 9450.00| FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 135000.00000 135000.00| 150000.00000 150000.00| MAINTAINING TRAFFIC | | | 0059 805-05406 1.000 EACH| 20000.00000 20000.00| 22000.00000 22000.00| DATA COLLECTION SITE , 4 LANE | | | 0060 808-06702 4434.000 m | 1.30000 5764.20| 1.30000 5764.20| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0061 808-06713 18336.000 m | 0.15000 2750.40| 0.15000 2750.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 18336.210 m | 0.15000 2750.43| 0.15000 2750.43| LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,817,045.90 ROUTE : I-70 CALL ORDER : 170 CONTRACT ID : R -24410-A COUNTIES : HENRY LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1212938 | |ERBER & MILLIGAN CONSTR. CO.|ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 808-06716 1051.000 m | 2.00000 2102.00| 1.60000 1681.60| LINE, REMOVE | | | 0064 808-75001 178.000 m | 0.20000 35.60| 0.20000 35.60| LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0065 808-75996 739.000 EACH| 2.50000 1847.50| 12.00000 8868.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 753.000 EACH| 27.50000 20707.50| 26.00000 19578.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 305-05204 520.520 Mg | 200.00000 104104.00| 220.00000 114514.40| HMA FOR PATCHING , MAINLINE TRANSVERSE | | | JOINT | | | 0068 305-93341 4238.000 m | 5.00000 21190.00| 3.80000 16104.40| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0069 305-93342 5141.000 m | 5.00000 25705.00| 3.80000 19535.80| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0070 503-03489 270.000 EACH| 90.00000 24300.00| 34.00000 9180.00| RETROFITTED TIE BARS | | | 0071 801-06198 20.000 DAY | 850.00000 17000.00| 430.00000 8600.00| PATROLLER | | | 0072 801-09133 2.000 EACH| 8000.00000 16000.00| 6600.00000 13200.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0073 401-05456 9844.000 Mg | 53.00000 521732.00| 54.00000 531576.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | SECTION TOTALS | $ 1,823,043.67| $ 1,932,933.57| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,823,043.67| $ 1,932,933.57| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0642072 0642072 0642072 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 6,664,903.90 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 6,729,231.64 100.9651% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 6,970,000.00 104.5776% 4 35-1139301 E & B PAVING, INC. $ 7,322,088.36 109.8603% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE | | | 0001 105-01925 15.000 MOS | 990.00000 14850.00| 850.00000 12750.00| 1350.00000 20250.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 17700.00000 17700.00| 25000.00000 25000.00| 27000.00000 27000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 332000.00000 332000.00| 311641.98000 311641.98| 342844.95000 342844.95 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 64000.00000 64000.00| 34000.00000 34000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 2100.00000 2100.00| 10000.00000 10000.00| 200.00000 200.00 DEBRIS, REMOVE | | | 0006 202-02240 986.000 m2 | 14.90000 14691.40| 18.00000 17748.00| 15.00000 14790.00 PAVEMENT, REMOVE | | | 0007 202-02241 1716.000 m | 6.40000 10982.40| 12.00000 20592.00| 12.00000 20592.00 GUARDRAIL, REMOVE | | | 0008 202-02676 10000.000 Mg | 0.00900 90.00| 2.00000 20000.00| 0.01000 100.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0009 202-51328 LUMP| 18300.00000 18300.00| 11000.00000 11000.00| 6000.00000 6000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0010 202-51328 LUMP| 9100.00000 9100.00| 4950.00000 4950.00| 2000.00000 2000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0011 202-51822 2305.300 m2 | 6.34000 14615.60| 7.00000 16137.10| 6.00000 13831.80 BRIDGE DECK OVERLAY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-60820 215032.300 m2 | 0.29700 63864.59| 0.40000 86012.92| 0.39000 83862.60 SURFACE MILLING, ASPHALT | | | 0013 202-74040 4.000 EACH| 354.00000 1416.00| 348.00000 1392.00| 350.00000 1400.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0014 202-74045 83.000 EACH| 85.00000 7055.00| 83.60000 6938.80| 9.00000 747.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0015 202-90090 18.000 m2 | 112.00000 2016.00| 100.00000 1800.00| 100.00000 1800.00 CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0016 202-99187 1533.600 m | 7.00000 10735.20| 11.50000 17636.40| 11.50000 17636.40 FENCE, FARM FIELD, REMOVE | | | 0017 203-02020 27443.000 m3 | 3.30000 90561.90| 7.30000 200333.90| 7.00000 192101.00 EXCAVATION, UNCLASSIFIED | | | 0018 203-02045 4050.300 m3 | 7.60000 30782.28| 3.10000 12555.93| 4.00000 16201.20 EXCAVATION FOR SUBGRADE TREATMENT | | | 0019 203-02070 265.000 m3 | 11.10000 2941.50| 10.00000 2650.00| 5.00000 1325.00 BORROW | | | 0020 203-02080 18.300 km | 8900.00000 162870.00| 2400.00000 43920.00| 6600.00000 120780.00 LINEAR GRADING | | | 0021 203-03386 9000.570 m2 | 3.35000 30151.91| 3.30000 29701.88| 2.40000 21601.37 LIME STABILIZED SOIL MIXTURE, PROCESS | | | 0022 203-92634 25675.000 m3 | 16.00000 410800.00| 25.00000 641875.00| 24.00000 616200.00 BACKFILL, ROCK | | | 0023 205-02224 1170.000 m | 6.65000 7780.50| 6.55000 7663.50| 6.55000 7663.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0024 205-02229 460.000 m | 12.20000 5612.00| 12.05000 5543.00| 12.05000 5543.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0025 205-02234 17.000 EACH| 86.00000 1462.00| 85.00000 1445.00| 85.00000 1445.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0026 205-02236 24.000 EACH| 81.00000 1944.00| 80.00000 1920.00| 80.00000 1920.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0027 303-04056 6430.000 Mg | 15.00000 96450.00| 13.10000 84233.00| 13.00000 83590.00 COMPACTED AGGREGATE FOR BASE, 0, 73 | | | 0028 303-60012 4829.000 Mg | 12.30000 59396.70| 12.70000 61328.30| 12.00000 57948.00 AGGREGATE, 2 | | | 0029 303-60900 332.900 Mg | 22.00000 7323.80| 25.00000 8322.50| 23.00000 7656.70 COMPACTED AGGREGATE FOR BASE, 0 | | | 0030 305-05204 1000.000 Mg | 68.00000 68000.00| 61.00000 61000.00| 80.00000 80000.00 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 305-05206 244.300 Mg | 100.00000 24430.00| 44.50000 10871.35| 43.00000 10504.90 WIDENING WITH HMA | | | 0033 401-05437 1831.000 Mg | 34.00000 62254.00| 27.00000 49437.00| 32.00000 58592.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0034 401-05455 37141.000 Mg | 28.50000 1058518.50| 25.00000 928525.00| 32.00000 1188512.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0035 401-05456 17111.000 Mg | 40.50000 692995.50| 40.00000 684440.00| 41.00000 701551.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0036 401-05459 2970.000 Mg | 35.50000 105435.00| 27.30000 81081.00| 32.00000 95040.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0037 401-05462 10044.000 Mg | 29.80000 299311.20| 25.25000 253611.00| 32.00000 321408.00 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0038 401-05464 12144.000 Mg | 32.00000 388608.00| 32.50000 394680.00| 34.00000 412896.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0039 401-06264 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 8000.00000 8000.00 PROFILOGRAPH, HMA | | | 0041 402-05495 50.000 Mg | 104.00000 5200.00| 32.00000 1600.00| 40.00000 2000.00 HMA WEDGE AND LEVEL | | | 0042 406-05520 199.000 Mg | 191.00000 38009.00| 155.00000 30845.00| 165.00000 32835.00 ASPHALT FOR TACK COAT | | | 0044 501-04842 960.700 m2 | 66.00000 63406.20| 65.00000 62445.50| 55.00000 52838.50 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0045 601-01522 12.000 EACH| 1320.00000 15840.00| 1200.00000 14400.00| 1200.00000 14400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-03130 8.000 EACH| 320.00000 2560.00| 300.00000 2400.00| 300.00000 2400.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0047 601-04150 45.720 m | 297.00000 13578.84| 196.80000 8997.70| 196.82000 8998.61 GUARDRAIL, THRIE BEAM, 1.905 m SPACING ,| | | WITH CONCRETE BASE | | | 0048 601-05999 8.000 EACH| 40.60000 324.80| 40.00000 320.00| 40.00000 320.00 CURVED TERMINAL END | | | 0049 601-06233 1.000 EACH| 7200.00000 7200.00| 6600.00000 6600.00| 6600.00000 6600.00 IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0050 601-06246 1.000 EACH| 34700.00000 34700.00| 32400.00000 32400.00| 32400.00000 32400.00 IMPACT ATTENUATOR, R2, W1, 110 km/h | | | 0051 601-94689 12.000 EACH| 3700.00000 44400.00| 3200.00000 38400.00| 3200.00000 38400.00 GUARDRAIL END TREATMENT, OS | | | 0052 601-94690 10.000 EACH| 3700.00000 37000.00| 3200.00000 32000.00| 3200.00000 32000.00 GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 601-97774 1.000 EACH| 2330.00000 2330.00| 2200.00000 2200.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0054 601-97803 1.000 EACH| 2330.00000 2330.00| 2200.00000 2200.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0055 601-99105 1887.780 m | 35.50000 67016.19| 30.00000 56633.40| 29.82000 56293.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0056 601-99108 991.270 m | 51.00000 50554.77| 49.50000 49067.87| 49.52000 49087.69 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0057 601-99123 4.000 EACH| 2130.00000 8520.00| 1800.00000 7200.00| 1800.00000 7200.00 GUARDRAIL TRANSITION, GP | | | 0058 602-06639 500.000 m | 86.00000 43000.00| 85.00000 42500.00| 80.00000 40000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0059 602-06646 460.000 m | 81.00000 37260.00| 80.00000 36800.00| 75.00000 34500.00 TEMPORARY CONCRETE BARRIER | | | 0060 602-06729 32.000 EACH| 13.10000 419.20| 8.00000 256.00| 8.00000 256.00 BARRIER DELINEATOR | | | 0061 603-06040 1500.000 m | 20.30000 30450.00| 17.50000 26250.00| 17.50000 26250.00 FENCE, FARM FIELD, 1190 mm | | | 0062 603-06060 62.000 m | 21.30000 1320.60| 17.50000 1085.00| 17.50000 1085.00 FENCE, FARM FIELD, RESET | | | 0063 603-93088 265.000 m | 19.30000 5114.50| 17.50000 4637.50| 17.50000 4637.50 FENCE, FARM FIELD, REPAIR | | | 0064 607-06335 5.000 m | 230.00000 1150.00| 49.50000 247.50| 84.00000 420.00 PAVED SIDE DITCH, A | | | 0065 607-06340 20.000 m | 131.00000 2620.00| 66.00000 1320.00| 120.00000 2400.00 PAVED SIDE DITCH, B | | | 0066 607-06345 15.000 m | 198.00000 2970.00| 82.50000 1237.50| 125.00000 1875.00 PAVED SIDE DITCH, C | | | 0067 607-06350 50.000 m | 159.00000 7950.00| 99.00000 4950.00| 150.00000 7500.00 PAVED SIDE DITCH, D | | | 0068 616-02320 35728.000 m2 | 3.47000 123976.16| 1.75000 62524.00| 1.30000 46446.40 GEOTEXTILES | | | 0069 616-05688 1332.000 Mg | 16.00000 21312.00| 20.00000 26640.00| 20.00000 26640.00 RIPRAP, CLASS 1 | | | 0070 616-06451 10269.000 Mg | 14.90000 153008.10| 20.00000 205380.00| 20.00000 205380.00 RIPRAP, UNIFORM | | | 0071 616-95754 10657.000 m | 1.79000 19076.03| 1.30000 13854.10| 3.50000 37299.50 PAVED SIDE DITCH, BREAK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 621-01004 2.000 EACH| 660.00000 1320.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0073 621-02363 41000.000 m2 | 0.36500 14965.00| 0.36000 14760.00| 0.36000 14760.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0074 621-06559 141000.000 m2 | 0.40600 57246.00| 0.40000 56400.00| 0.40000 56400.00 MULCHED SEEDING, R | | | 0075 621-06567 500.000 kL | 1.02000 510.00| 1.00000 500.00| 1.00000 500.00 WATER | | | 0076 621-06574 40.000 m2 | 4.70000 188.00| 4.65000 186.00| 6.00000 240.00 SODDING | | | 0077 702-51005 7.900 m3 | 330.00000 2607.00| 700.00000 5530.00| 700.00000 5530.00 CONCRETE, A, SUBSTRUCTURE | | | 0078 702-51863 440.000 EACH| 6.10000 2684.00| 7.00000 3080.00| 7.00000 3080.00 FIELD DRILLED HOLE IN CONCRETE | | | 0079 702-90915 29.400 m3 | 385.00000 11319.00| 600.00000 17640.00| 700.00000 20580.00 CONCRETE, A | | | 0080 702-94656 2.480 m3 | 254.00000 629.92| 800.00000 1984.00| 700.00000 1736.00 CONCRETE, B | | | 0081 703-01540 144.000 EACH| 6.85000 986.40| 9.00000 1296.00| 9.00000 1296.00 THREADED TIE BAR ASSEMBLY | | | 0082 703-51030 15537.300 kg | 1.44000 22373.71| 1.25000 19421.63| 1.25000 19421.63 REINFORCING STEEL | | | 0083 703-51032 6164.000 kg | 1.50000 9246.00| 1.40000 8629.60| 1.40000 8629.60 REINFORCING STEEL, EPOXY COATED | | | 0084 706-51020 16.700 m3 | 860.00000 14362.00| 950.00000 15865.00| 900.00000 15030.00 CONCRETE, C, RAILING | | | 0085 709-51821 LUMP| 5100.00000 5100.00| 7000.00000 7000.00| 7000.00000 7000.00 SURFACE SEAL , STR. NO. 1 | | | 0086 709-51821 LUMP| 7100.00000 7100.00| 4000.00000 4000.00| 4000.00000 4000.00 SURFACE SEAL , STR. NO. 2 | | | 0088 715-02246 2.000 EACH| 1570.00000 3140.00| 1300.00000 2600.00| 1250.00000 2500.00 PIPE END SECTION, 1200 mm | | | 0089 715-02837 30.000 m | 213.00000 6390.00| 80.00000 2400.00| 210.00000 6300.00 PIPE, POLYETHYLENE LINER, 250 mm | | | 0090 715-02840 1252.000 m | 246.00000 307992.00| 222.00000 277944.00| 242.00000 302984.00 PIPE, POLYETHYLENE LINER, 750 mm | | | 0091 715-02979 64.000 m | 142.00000 9088.00| 82.00000 5248.00| 140.00000 8960.00 PIPE, POLYETHYLENE LINER, 300 mm | | | 0092 715-03405 88.000 m | 610.00000 53680.00| 1105.00000 97240.00| 600.00000 52800.00 PIPE, POLYETHYLENE LINER, 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-04855 3.000 EACH| 1160.00000 3480.00| 1210.00000 3630.00| 1150.00000 3450.00 PIPE END SECTION, 1050 mm | | | 0094 715-05048 1435.000 m | 10.00000 14350.00| 10.50000 15067.50| 10.00000 14350.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0095 715-05049 40.000 m | 22.40000 896.00| 52.00000 2080.00| 35.00000 1400.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0096 715-05115 256.000 m | 49.00000 12544.00| 51.00000 13056.00| 30.00000 7680.00 PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0097 715-05118 30.000 m | 96.00000 2880.00| 102.00000 3060.00| 80.00000 2400.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0098 715-05119 10.000 m | 122.00000 1220.00| 106.00000 1060.00| 96.00000 960.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0099 715-05136 10.200 m | 377.00000 3845.40| 390.00000 3978.00| 550.00000 5610.00 PIPE, TYPE 1, CIRCULAR, 1800 mm ,FBBCS, | | | W/BPI, 75x25, 2.77mm | | | 0100 715-05597 8.000 m | 174.00000 1392.00| 150.00000 1200.00| 175.00000 1400.00 PIPE EXTENSION, CIRCULAR, 600 mm ,FBBCS,| | | W/BPI, 68x13, 2.77mm | | | 0101 715-05750 254.000 m | 730.00000 185420.00| 920.00000 233680.00| 681.00000 172974.00 PIPE, POLYETHYLENE LINER, 1600 mm | | | 0102 715-05756 4.000 m | 277.00000 1108.00| 382.00000 1528.00| 145.00000 580.00 PIPE EXTENSION, CIRCULAR, 300 mm ,FBBCS,| | | W/BPI, 68x13, 2.01mm | | | 0103 715-06004 1.000 EACH| 1050.00000 1050.00| 885.00000 885.00| 1800.00000 1800.00 CONCRETE ANCHOR, 1200 mm | | | 0104 715-06492 1.000 EACH| 1050.00000 1050.00| 950.00000 950.00| 2000.00000 2000.00 CONCRETE ANCHOR, 1350 mm | | | 0105 715-46000 5.000 EACH| 258.00000 1290.00| 550.00000 2750.00| 250.00000 1250.00 PIPE END SECTION, 300 mm | | | 0106 715-46010 1.000 EACH| 364.00000 364.00| 600.00000 600.00| 280.00000 280.00 PIPE END SECTION, 450 mm | | | 0108 715-46040 5.000 EACH| 700.00000 3500.00| 1150.00000 5750.00| 650.00000 3250.00 PIPE END SECTION, 900 mm | | | 0109 715-96913 268.000 m | 284.00000 76112.00| 285.00000 76380.00| 280.00000 75040.00 PIPE, POLYETHYLENE LINER, 900 mm | | | 0110 715-96914 345.000 m | 386.00000 133170.00| 402.00000 138690.00| 380.00000 131100.00 PIPE, POLYETHYLENE LINER, 1050 mm | | | 0111 718-04881 40.000 EACH| 262.00000 10480.00| 220.00000 8800.00| 250.00000 10000.00 OUTLET PROTECTOR, B | | | 0112 718-52610 332.400 m3 | 29.40000 9772.56| 29.40000 9772.56| 30.00000 9972.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 718-99153 960.000 m2 | 4.55000 4368.00| 1.60000 1536.00| 2.00000 1920.00 GEOTEXTILES FOR UNDERDRAIN | | | 0114 720-45005 1.000 EACH| 1780.00000 1780.00| 1800.00000 1800.00| 1800.00000 1800.00 INLET, A2 | | | 0115 720-45065 9.000 EACH| 4400.00000 39600.00| 6400.00000 57600.00| 3600.00000 32400.00 INLET, N12 | | | 0116 722-51401 74.000 m2 | 120.00000 8880.00| 200.00000 14800.00| 200.00000 14800.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0117 722-51842 2305.300 m2 | 52.00000 119875.60| 50.00000 115265.00| 44.00000 101433.20 BRIDGE DECK OVERLAY | | | 0118 722-51846 24.000 m3 | 395.00000 9480.00| 395.00000 9480.00| 395.00000 9480.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0119 722-51852 446.300 m2 | 42.60000 19012.38| 43.00000 19190.90| 43.00000 19190.90 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0120 722-60824 2305.300 m2 | 3.86000 8898.46| 2.00000 4610.60| 1.00000 2305.30 SURFACE MILLING | | | 0121 724-03276 59.000 m | 242.00000 14278.00| 300.00000 17700.00| 300.00000 17700.00 EXPANSION JOINT SEALING SYSTEM | | | 0122 730-02398 1.000 EACH| 1950.00000 1950.00| 1850.00000 1850.00| 1700.00000 1700.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0123 730-02407 1.000 EACH| 2130.00000 2130.00| 2170.00000 2170.00| 1900.00000 1900.00 SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0124 730-02630 1.000 EACH| 1030.00000 1030.00| 738.00000 738.00| 1000.00000 1000.00 SAFETY METAL END SECTION, 6:1, 610 mm | | | 0125 730-97559 1.000 EACH| 3500.00000 3500.00| 3900.00000 3900.00| 3800.00000 3800.00 GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0126 801-01093 12.000 EACH| 810.00000 9720.00| 895.00000 10740.00| 1200.00000 14400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0127 801-03290 2.000 EACH| 254.00000 508.00| 295.00000 590.00| 200.00000 400.00 CONSTRUCTION SIGN, C | | | 0128 801-06203 18066.000 m | 0.30500 5510.13| 0.14000 2529.24| 0.14000 2529.24 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0129 801-06207 18338.000 m | 3.00000 55014.00| 2.85000 52263.30| 3.05000 55930.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0130 801-06606 8.000 EACH| 203.00000 1624.00| 1.35000 10.80| 100.00000 800.00 BARRICADE, IIIB | | | 0131 801-06640 84.000 EACH| 107.00000 8988.00| 95.00000 7980.00| 100.00000 8400.00 CONSTRUCTION SIGN, A | | | 0132 801-06645 24.000 EACH| 40.60000 974.40| 30.00000 720.00| 45.00000 1080.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 801-06710 720.000 DAY | 20.30000 14616.00| 13.00000 9360.00| 15.00000 10800.00 FLASHING ARROW SIGN | | | 0134 801-06775 LUMP| 74000.00000 74000.00| 142807.92000 142807.92| 120000.00000 120000.00 MAINTAINING TRAFFIC | | | 0135 801-09133 2.000 EACH| 15200.00000 30400.00| 10000.00000 20000.00| 10000.00000 20000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0136 802-04893 18.000 EACH| 208.00000 3744.00| 205.00000 3690.00| 65.00000 1170.00 REFERENCE POST | | | 0137 802-05701 367.600 m | 25.00000 9190.00| 24.60000 9042.96| 21.00000 7719.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0138 802-05702 88.200 m | 25.20000 2222.64| 24.80000 2187.36| 14.20000 1252.44 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0139 802-76015 19.120 m2 | 211.00000 4034.32| 207.90000 3975.05| 200.00000 3824.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0140 802-76025 4.148 m2 | 164.00000 680.27| 161.70000 670.73| 124.76000 517.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0141 802-76035 84.119 m2 | 104.00000 8748.38| 102.50000 8622.20| 129.99000 10934.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0142 802-76045 10.800 m2 | 106.00000 1144.80| 104.00000 1123.20| 135.00000 1458.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0143 802-76095 545.760 kg | 4.64000 2532.33| 4.57000 2494.12| 4.60000 2510.50 STRUCTURAL STEEL, BREAKAWAY | | | 0144 802-91122 4.000 EACH| 140.00000 560.00| 138.50000 554.00| 120.00000 480.00 SIGN, GROUND MOUNTED, RESET | | | 0145 804-06725 234.000 EACH| 16.20000 3790.80| 19.45000 4551.30| 19.45000 4551.30 DELINEATOR WITH POST, D1, 75 mm | | | 0146 804-06740 218.000 EACH| 18.00000 3924.00| 19.95000 4349.10| 19.95000 4349.10 DELINEATOR WITH POST, D2 | | | 0147 808-01329 8.000 EACH| 157.00000 1256.00| 55.00000 440.00| 55.00000 440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0148 808-06702 7022.000 m | 0.91000 6390.02| 0.90000 6319.80| 0.90000 6319.80 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0149 808-06703 36000.000 m | 0.73000 26280.00| 0.72000 25920.00| 0.72000 25920.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1418333 |(3) 35-2040801 |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 808-06705 3740.000 m | 2.18000 8153.20| 2.15000 8041.00| 2.15000 8041.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0152 808-06716 1898.000 m | 2.03000 3852.94| 0.80000 1518.40| 0.80000 1518.40 LINE, REMOVE | | | 0153 808-75245 20817.000 m | 0.81000 16861.77| 0.72000 14988.24| 0.72000 14988.24 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0154 808-75297 20.000 m | 8.60000 172.00| 8.50000 170.00| 8.50000 170.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0155 808-75996 1400.000 EACH| 3.92000 5488.00| 2.75000 3850.00| 5.00000 7000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0156 808-75998 1359.000 EACH| 23.90000 32480.10| 23.50000 31936.50| 23.50000 31936.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0157 201-02858 500.000 m | 11.70000 5850.00| 16.00000 8000.00| 8.00000 4000.00 DITCH CLEANING , PAVED SIDE DITCH | | | 0158 211-02050 160.000 m3 | 15.50000 2480.00| 36.20000 5792.00| 38.00000 6080.00 B BORROW | | | 0159 619-98427 50.000 EACH| 106.00000 5300.00| 243.00000 12150.00| 175.00000 8750.00 CLEAN DRAINS , UNDERDRAIN OUTLET PIPE | | | 0160 801-04627 80.000 DAY | 870.00000 69600.00| 324.00000 25920.00| 250.00000 20000.00 WATCHMAN | | | 0161 801-06732 40.000 m | 10.10000 404.00| 13.00000 520.00| 15.00000 600.00 TEMPORARY PAVEMENT MARKING, II , STOP | | | LINE, 600 mm | | | 0162 801-97143 20.000 m | 18.00000 360.00| 20.00000 400.00| 24.00000 480.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 600 mm | | | 0163 715-46005 1.000 EACH| 675.00000 675.00| 295.00000 295.00| 280.00000 280.00 PIPE END SECTION, 375 mm | | | SECTION TOTALS | $ 6,664,903.90| $ 6,729,231.64| $ 6,970,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,664,903.90| $ 6,729,231.64| $ 6,970,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE | | | 0001 105-01925 15.000 MOS | 2000.00000 30000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 40000.00000 40000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 366000.00000 366000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35000.00000 35000.00| | CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 1583.00000 1583.00| | DEBRIS, REMOVE | | | 0006 202-02240 986.000 m2 | 18.00000 17748.00| | PAVEMENT, REMOVE | | | 0007 202-02241 1716.000 m | 6.30000 10810.80| | GUARDRAIL, REMOVE | | | 0008 202-02676 10000.000 Mg | 1.75000 17500.00| | TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0009 202-51328 LUMP| 11000.00000 11000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0010 202-51328 LUMP| 4950.00000 4950.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0011 202-51822 2305.300 m2 | 7.00000 16137.10| | BRIDGE DECK OVERLAY, REMOVE | | | 0012 202-60820 215032.300 m2 | 0.29000 62359.37| | SURFACE MILLING, ASPHALT | | | 0013 202-74040 4.000 EACH| 348.32000 1393.28| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0014 202-74045 83.000 EACH| 83.60000 6938.80| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0015 202-90090 18.000 m2 | 100.00000 1800.00| | CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0016 202-99187 1533.600 m | 3.70000 5674.32| | FENCE, FARM FIELD, REMOVE | | | 0017 203-02020 27443.000 m3 | 6.50000 178379.50| | EXCAVATION, UNCLASSIFIED | | | 0018 203-02045 4050.300 m3 | 5.00000 20251.50| | EXCAVATION FOR SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 203-02070 265.000 m3 | 2.10000 556.50| | BORROW | | | 0020 203-02080 18.300 km | 7121.38000 130321.25| | LINEAR GRADING | | | 0021 203-03386 9000.570 m2 | 3.30000 29701.88| | LIME STABILIZED SOIL MIXTURE, PROCESS | | | 0022 203-92634 25675.000 m3 | 20.50000 526337.50| | BACKFILL, ROCK | | | 0023 205-02224 1170.000 m | 6.55000 7663.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0024 205-02229 460.000 m | 12.05000 5543.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0025 205-02234 17.000 EACH| 85.00000 1445.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0026 205-02236 24.000 EACH| 80.00000 1920.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0027 303-04056 6430.000 Mg | 13.50000 86805.00| | COMPACTED AGGREGATE FOR BASE, 0, 73 | | | 0028 303-60012 4829.000 Mg | 11.55000 55774.95| | AGGREGATE, 2 | | | 0029 303-60900 332.900 Mg | 25.00000 8322.50| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0030 305-05204 1000.000 Mg | 70.00000 70000.00| | HMA FOR PATCHING | | | 0031 305-05206 244.300 Mg | 80.00000 19544.00| | WIDENING WITH HMA | | | 0033 401-05437 1831.000 Mg | 36.85000 67472.35| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0034 401-05455 37141.000 Mg | 31.00000 1151371.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0035 401-05456 17111.000 Mg | 44.00000 752884.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0036 401-05459 2970.000 Mg | 34.00000 100980.00| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0037 401-05462 10044.000 Mg | 35.00000 351540.00| | QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0038 401-05464 12144.000 Mg | 36.00000 437184.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 401-06264 LUMP| 7000.00000 7000.00| | PROFILOGRAPH, HMA | | | 0041 402-05495 50.000 Mg | 65.00000 3250.00| | HMA WEDGE AND LEVEL | | | 0042 406-05520 199.000 Mg | 185.00000 36815.00| | ASPHALT FOR TACK COAT | | | 0044 501-04842 960.700 m2 | 65.00000 62445.50| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0045 601-01522 12.000 EACH| 1300.00000 15600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-03130 8.000 EACH| 315.00000 2520.00| | GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0047 601-04150 45.720 m | 293.00000 13395.96| | GUARDRAIL, THRIE BEAM, 1.905 m SPACING ,| | | WITH CONCRETE BASE | | | 0048 601-05999 8.000 EACH| 40.00000 320.00| | CURVED TERMINAL END | | | 0049 601-06233 1.000 EACH| 7100.00000 7100.00| | IMPACT ATTENUATOR, ED, W1, 110 km/h | | | 0050 601-06246 1.000 EACH| 34200.00000 34200.00| | IMPACT ATTENUATOR, R2, W1, 110 km/h | | | 0051 601-94689 12.000 EACH| 3650.00000 43800.00| | GUARDRAIL END TREATMENT, OS | | | 0052 601-94690 10.000 EACH| 3650.00000 36500.00| | GUARDRAIL END TREATMENT, MS | | | 0053 601-97774 1.000 EACH| 2300.00000 2300.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0054 601-97803 1.000 EACH| 2300.00000 2300.00| | GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0055 601-99105 1887.780 m | 35.00000 66072.30| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0056 601-99108 991.270 m | 50.00000 49563.50| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0057 601-99123 4.000 EACH| 2100.00000 8400.00| | GUARDRAIL TRANSITION, GP | | | 0058 602-06639 500.000 m | 85.00000 42500.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 602-06646 460.000 m | 80.00000 36800.00| | TEMPORARY CONCRETE BARRIER | | | 0060 602-06729 32.000 EACH| 8.00000 256.00| | BARRIER DELINEATOR | | | 0061 603-06040 1500.000 m | 20.00000 30000.00| | FENCE, FARM FIELD, 1190 mm | | | 0062 603-06060 62.000 m | 21.00000 1302.00| | FENCE, FARM FIELD, RESET | | | 0063 603-93088 265.000 m | 19.00000 5035.00| | FENCE, FARM FIELD, REPAIR | | | 0064 607-06335 5.000 m | 96.40000 482.00| | PAVED SIDE DITCH, A | | | 0065 607-06340 20.000 m | 117.50000 2350.00| | PAVED SIDE DITCH, B | | | 0066 607-06345 15.000 m | 160.00000 2400.00| | PAVED SIDE DITCH, C | | | 0067 607-06350 50.000 m | 195.00000 9750.00| | PAVED SIDE DITCH, D | | | 0068 616-02320 35728.000 m2 | 1.72000 61452.16| | GEOTEXTILES | | | 0069 616-05688 1332.000 Mg | 20.99000 27958.68| | RIPRAP, CLASS 1 | | | 0070 616-06451 10269.000 Mg | 16.50000 169438.50| | RIPRAP, UNIFORM | | | 0071 616-95754 10657.000 m | 3.40000 36233.80| | PAVED SIDE DITCH, BREAK | | | 0072 621-01004 2.000 EACH| 650.00000 1300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0073 621-02363 41000.000 m2 | 0.36000 14760.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0074 621-06559 141000.000 m2 | 0.40000 56400.00| | MULCHED SEEDING, R | | | 0075 621-06567 500.000 kL | 1.00000 500.00| | WATER | | | 0076 621-06574 40.000 m2 | 4.65000 186.00| | SODDING | | | 0077 702-51005 7.900 m3 | 700.00000 5530.00| | CONCRETE, A, SUBSTRUCTURE | | | 0078 702-51863 440.000 EACH| 7.00000 3080.00| | FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 702-90915 29.400 m3 | 475.00000 13965.00| | CONCRETE, A | | | 0080 702-94656 2.480 m3 | 560.00000 1388.80| | CONCRETE, B | | | 0081 703-01540 144.000 EACH| 9.00000 1296.00| | THREADED TIE BAR ASSEMBLY | | | 0082 703-51030 15537.300 kg | 1.25000 19421.63| | REINFORCING STEEL | | | 0083 703-51032 6164.000 kg | 1.40000 8629.60| | REINFORCING STEEL, EPOXY COATED | | | 0084 706-51020 16.700 m3 | 950.00000 15865.00| | CONCRETE, C, RAILING | | | 0085 709-51821 LUMP| 7000.00000 7000.00| | SURFACE SEAL , STR. NO. 1 | | | 0086 709-51821 LUMP| 4000.00000 4000.00| | SURFACE SEAL , STR. NO. 2 | | | 0088 715-02246 2.000 EACH| 1220.00000 2440.00| | PIPE END SECTION, 1200 mm | | | 0089 715-02837 30.000 m | 80.00000 2400.00| | PIPE, POLYETHYLENE LINER, 250 mm | | | 0090 715-02840 1252.000 m | 222.00000 277944.00| | PIPE, POLYETHYLENE LINER, 750 mm | | | 0091 715-02979 64.000 m | 82.00000 5248.00| | PIPE, POLYETHYLENE LINER, 300 mm | | | 0092 715-03405 88.000 m | 1105.00000 97240.00| | PIPE, POLYETHYLENE LINER, 1500 mm | | | 0093 715-04855 3.000 EACH| 1130.00000 3390.00| | PIPE END SECTION, 1050 mm | | | 0094 715-05048 1435.000 m | 11.85000 17004.75| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0095 715-05049 40.000 m | 36.00000 1440.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0096 715-05115 256.000 m | 36.00000 9216.00| | PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0097 715-05118 30.000 m | 55.00000 1650.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0098 715-05119 10.000 m | 64.00000 640.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0099 715-05136 10.200 m | 590.00000 6018.00| | PIPE, TYPE 1, CIRCULAR, 1800 mm ,FBBCS, | | | W/BPI, 75x25, 2.77mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 715-05597 8.000 m | 173.00000 1384.00| | PIPE EXTENSION, CIRCULAR, 600 mm ,FBBCS,| | | W/BPI, 68x13, 2.77mm | | | 0101 715-05750 254.000 m | 920.00000 233680.00| | PIPE, POLYETHYLENE LINER, 1600 mm | | | 0102 715-05756 4.000 m | 202.00000 808.00| | PIPE EXTENSION, CIRCULAR, 300 mm ,FBBCS,| | | W/BPI, 68x13, 2.01mm | | | 0103 715-06004 1.000 EACH| 960.00000 960.00| | CONCRETE ANCHOR, 1200 mm | | | 0104 715-06492 1.000 EACH| 1155.00000 1155.00| | CONCRETE ANCHOR, 1350 mm | | | 0105 715-46000 5.000 EACH| 130.00000 650.00| | PIPE END SECTION, 300 mm | | | 0106 715-46010 1.000 EACH| 385.00000 385.00| | PIPE END SECTION, 450 mm | | | 0108 715-46040 5.000 EACH| 945.00000 4725.00| | PIPE END SECTION, 900 mm | | | 0109 715-96913 268.000 m | 285.00000 76380.00| | PIPE, POLYETHYLENE LINER, 900 mm | | | 0110 715-96914 345.000 m | 402.00000 138690.00| | PIPE, POLYETHYLENE LINER, 1050 mm | | | 0111 718-04881 40.000 EACH| 305.00000 12200.00| | OUTLET PROTECTOR, B | | | 0112 718-52610 332.400 m3 | 38.60000 12830.64| | AGGREGATE FOR UNDERDRAINS | | | 0113 718-99153 960.000 m2 | 3.00000 2880.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0114 720-45005 1.000 EACH| 2300.00000 2300.00| | INLET, A2 | | | 0115 720-45065 9.000 EACH| 6200.00000 55800.00| | INLET, N12 | | | 0116 722-51401 74.000 m2 | 200.00000 14800.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0117 722-51842 2305.300 m2 | 50.00000 115265.00| | BRIDGE DECK OVERLAY | | | 0118 722-51846 24.000 m3 | 395.00000 9480.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0119 722-51852 446.300 m2 | 43.00000 19190.90| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0120 722-60824 2305.300 m2 | 2.00000 4610.60| | SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 724-03276 59.000 m | 300.00000 17700.00| | EXPANSION JOINT SEALING SYSTEM | | | 0122 730-02398 1.000 EACH| 2170.00000 2170.00| | SAFETY METAL END SECTION, 6:1, 900 mm | | | 0123 730-02407 1.000 EACH| 2700.00000 2700.00| | SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0124 730-02630 1.000 EACH| 1015.00000 1015.00| | SAFETY METAL END SECTION, 6:1, 610 mm | | | 0125 730-97559 1.000 EACH| 4600.00000 4600.00| | GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0126 801-01093 12.000 EACH| 895.00000 10740.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0127 801-03290 2.000 EACH| 295.00000 590.00| | CONSTRUCTION SIGN, C | | | 0128 801-06203 18066.000 m | 0.14000 2529.24| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0129 801-06207 18338.000 m | 2.85000 52263.30| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0130 801-06606 8.000 EACH| 135.00000 1080.00| | BARRICADE, IIIB | | | 0131 801-06640 84.000 EACH| 95.00000 7980.00| | CONSTRUCTION SIGN, A | | | 0132 801-06645 24.000 EACH| 30.00000 720.00| | CONSTRUCTION SIGN, B | | | 0133 801-06710 720.000 DAY | 13.00000 9360.00| | FLASHING ARROW SIGN | | | 0134 801-06775 LUMP| 241000.00000 241000.00| | MAINTAINING TRAFFIC | | | 0135 801-09133 2.000 EACH| 9900.00000 19800.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0136 802-04893 18.000 EACH| 205.33000 3695.94| | REFERENCE POST | | | 0137 802-05701 367.600 m | 24.62000 9050.31| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0138 802-05702 88.200 m | 24.80000 2187.36| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0139 802-76015 19.120 m2 | 207.94000 3975.81| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 802-76025 4.148 m2 | 161.76000 670.98| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0141 802-76035 84.119 m2 | 102.48000 8620.52| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0142 802-76045 10.800 m2 | 104.03000 1123.52| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0143 802-76095 545.760 kg | 4.57000 2494.12| | STRUCTURAL STEEL, BREAKAWAY | | | 0144 802-91122 4.000 EACH| 138.60000 554.40| | SIGN, GROUND MOUNTED, RESET | | | 0145 804-06725 234.000 EACH| 19.50000 4563.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0146 804-06740 218.000 EACH| 20.75000 4523.50| | DELINEATOR WITH POST, D2 | | | 0147 808-01329 8.000 EACH| 55.00000 440.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0148 808-06702 7022.000 m | 0.90000 6319.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0149 808-06703 36000.000 m | 0.72000 25920.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0150 808-06705 3740.000 m | 2.15000 8041.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0152 808-06716 1898.000 m | 0.80000 1518.40| | LINE, REMOVE | | | 0153 808-75245 20817.000 m | 0.72000 14988.24| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0154 808-75297 20.000 m | 8.50000 170.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0155 808-75996 1400.000 EACH| 2.75000 3850.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0156 808-75998 1359.000 EACH| 23.50000 31936.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 180 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,161,387.65 ROUTE : I-64 CALL ORDER : 180 CONTRACT ID : R -24414-A COUNTIES : DUBOIS SPENCER LETTING DATE : 11/16/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 201-02858 500.000 m | 18.00000 9000.00| | DITCH CLEANING , PAVED SIDE DITCH | | | 0158 211-02050 160.000 m3 | 27.30000 4368.00| | B BORROW | | | 0159 619-98427 50.000 EACH| 442.00000 22100.00| | CLEAN DRAINS , UNDERDRAIN OUTLET PIPE | | | 0160 801-04627 80.000 DAY | 500.00000 40000.00| | WATCHMAN | | | 0161 801-06732 40.000 m | 10.00000 400.00| | TEMPORARY PAVEMENT MARKING, II , STOP | | | LINE, 600 mm | | | 0162 801-97143 20.000 m | 20.00000 400.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 600 mm | | | 0163 715-46005 1.000 EACH| 370.00000 370.00| | PIPE END SECTION, 375 mm | | | SECTION TOTALS | $ 7,322,088.36| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,322,088.36| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 190 CONTRACT ID : R -24424-A COUNTIES : WAYNE LETTING DATE : 11/16/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 1,394,632.46 100.0000% 2 35-1636776 LINKEL COMPANY $ 1,395,612.00 100.0702% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,564,446.68 112.1762% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,641,109.94 117.6732% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B863022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,459,794.25 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 1,517,139.49 103.9283% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,587,803.79 108.7690% 4 35-1609544 SCHUTT-LOOKABILL CO $ 1,591,209.42 109.0023% 5 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,604,923.66 109.9417% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,638,129.53 112.2164% 7 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,934,816.25 132.5403% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 9.000 MOS | 2400.00000 21600.00| 500.00000 4500.00| 700.00000 6300.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 43000.00000 43000.00| 63470.00000 63470.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 72000.00000 72000.00| 87169.50000 87169.50| 80000.00000 80000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| 60398.03000 60398.03| 72000.00000 72000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 52.000 m | 27.00000 1404.00| 21.80000 1133.60| 27.00000 1404.00 GUARDRAIL, REMOVE | | | 0006 202-02278 125.000 m | 15.00000 1875.00| 15.53000 1941.25| 14.00000 1750.00 CURB, CONCRETE, REMOVE | | | 0007 202-02279 2282.000 m | 10.50000 23961.00| 12.00000 27384.00| 15.50000 35371.00 CURB AND GUTTER, REMOVE | | | 0008 202-03875 1.000 EACH| 1600.00000 1600.00| 1990.45000 1990.45| 1100.00000 1100.00 CONCRETE STEPS, REMOVE | | | 0009 202-51328 LUMP| 32000.00000 32000.00| 10000.00000 10000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 1889.000 m2 | 5.75000 10861.75| 4.97000 9388.33| 8.70000 16434.30 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 22918.000 m2 | 1.60000 36668.80| 1.50000 34377.00| 2.00000 45836.00 SURFACE MILLING, ASPHALT | | | 0012 202-74075 2.000 EACH| 850.00000 1700.00| 495.00000 990.00| 500.00000 1000.00 OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02080 1.837 km | 61500.00000 112975.50| 80000.00000 146960.00| 85000.00000 156145.00 LINEAR GRADING | | | 0014 205-02224 639.000 m | 5.00000 3195.00| 5.20000 3322.80| 5.57000 3559.23 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 91.800 m | 10.00000 918.00| 10.34000 949.21| 10.20000 936.36 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02236 8.000 EACH| 75.00000 600.00| 73.50000 588.00| 75.00000 600.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-02237 29.000 EACH| 27.00000 783.00| 26.25000 761.25| 27.00000 783.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 211-02050 41.300 m3 | 45.00000 1858.50| 40.00000 1652.00| 55.00000 2271.50 B BORROW | | | 0019 211-02060 304.000 m3 | 40.00000 12160.00| 24.00000 7296.00| 30.00000 9120.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 900.000 Mg | 23.00000 20700.00| 20.00000 18000.00| 27.00000 24300.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 401-05437 1135.000 Mg | 37.00000 41995.00| 37.80000 42903.00| 38.50000 43697.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 4018.000 Mg | 31.00000 124558.00| 37.40000 150273.20| 32.50000 130585.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 1826.000 Mg | 41.50000 75779.00| 48.40000 88378.40| 43.50000 79431.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05470 762.000 Mg | 41.00000 31242.00| 44.00000 33528.00| 43.00000 32766.00 HMA BASE C25.0 mm, MAINLINE | | | 0025 406-05520 13.800 Mg | 175.00000 2415.00| 184.80000 2550.24| 200.00000 2760.00 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1400.00000 5600.00| 1760.00000 7040.00| 1450.00000 5800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02103 3.800 m | 75.00000 285.00| 99.75000 379.05| 73.00000 277.40 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0028 601-06037 2.000 EACH| 610.00000 1220.00| 840.00000 1680.00| 635.00000 1270.00 GUARDRAIL END TREATMENT, I | | | 0029 601-95434 13.000 m | 250.00000 3250.00| 472.50000 6142.50| 245.00000 3185.00 HANDRAIL, STEEL PIPE, 37.5 mm | | | 0030 601-99105 12.000 m | 85.00000 1020.00| 78.75000 945.00| 89.94000 1079.28 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-99132 1.000 EACH| 135.00000 135.00| 105.00000 105.00| 135.00000 135.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0032 604-06069 790.000 m2 | 48.00000 37920.00| 40.00000 31600.00| 42.00000 33180.00 CURB RAMP, CONCRETE | | | 0033 604-44251 3.500 m3 | 950.00000 3325.00| 3675.00000 12862.50| 1000.00000 3500.00 STEPS, CONCRETE | | | 0034 604-91531 2405.000 m2 | 29.50000 70947.50| 24.77000 59571.85| 33.00000 79365.00 SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 125.000 m | 38.00000 4750.00| 56.49000 7061.25| 33.00000 4125.00 CURB, CONCRETE | | | 0036 605-06150 1127.000 m | 45.00000 50715.00| 33.29000 37517.83| 35.00000 39445.00 CURB AND GUTTER, C, CONCRETE | | | 0037 605-06155 86.000 m | 80.00000 6880.00| 56.97000 4899.42| 38.00000 3268.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0038 605-06165 893.000 m | 46.00000 41078.00| 33.59000 29995.87| 35.00000 31255.00 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0039 611-05330 2267.000 m2 | 34.00000 77078.00| 37.43000 84853.81| 45.00000 102015.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 12.000 EACH| 100.00000 1200.00| 141.75000 1701.00| 100.00000 1200.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 6.000 EACH| 125.00000 750.00| 194.25000 1165.50| 125.00000 750.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06505 9.000 EACH| 400.00000 3600.00| 446.25000 4016.25| 330.00000 2970.00 MONUMENT, B | | | 0043 616-02320 228.000 m2 | 3.00000 684.00| 2.98000 679.44| 4.80000 1094.40 GEOTEXTILES | | | 0044 616-06405 41.000 Mg | 33.00000 1353.00| 26.53000 1087.73| 24.00000 984.00 RIPRAP, REVETMENT | | | 0045 616-95000 76.200 m2 | 36.00000 2743.20| 25.21000 1921.00| 49.00000 3733.80 RIPRAP, HAND LAID, 600 mm | | | 0046 621-01004 1.000 EACH| 325.00000 325.00| 315.00000 315.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 0.970 Mg | 700.00000 679.00| 727.65000 705.82| 725.00000 703.25 FERTILIZER | | | 0048 621-06554 178.000 kg | 12.00000 2136.00| 11.11000 1977.58| 11.00000 1958.00 SEED MIXTURE, U | | | 0049 621-06565 4.900 Mg | 600.00000 2940.00| 559.65000 2742.29| 560.00000 2744.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-06567 95.000 kL | 10.00000 950.00| 1.05000 99.75| 1.10000 104.50 WATER | | | 0051 621-06575 5227.000 m2 | 3.00000 15681.00| 3.02000 15785.54| 3.00000 15681.00 SODDING, NURSERY | | | 0052 702-51863 135.000 EACH| 9.00000 1215.00| 21.00000 2835.00| 11.00000 1485.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 1602.000 kg | 3.00000 4806.00| 3.68000 5895.36| 1.95000 3123.90 REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 8.800 m3 | 1250.00000 11000.00| 4725.00000 41580.00| 625.00000 5500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-51025 18.000 m | 425.00000 7650.00| 813.75000 14647.50| 325.00000 5850.00 CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 950.00000 950.00| 5775.00000 5775.00| 1500.00000 1500.00 SURFACE SEAL | | | 0057 711-05396 LUMP| 8500.00000 8500.00| 4077.42000 4077.42| 9500.00000 9500.00 REPLACE DECORATIVE ISLAND | | | 0058 714-04802 105.100 m2 | 250.00000 26275.00| 210.00000 22071.00| 335.00000 35208.50 CONCRETE MODULAR BLOCK WALL | | | 0059 715-05048 1408.000 m | 9.50000 13376.00| 7.24000 10193.92| 9.20000 12953.60 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0060 715-05149 493.000 m | 100.00000 49300.00| 45.98000 22668.14| 150.00000 73950.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05151 234.000 m | 61.00000 14274.00| 48.92000 11447.28| 160.00000 37440.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0062 715-05152 6.000 m | 170.00000 1020.00| 301.29000 1807.74| 150.00000 900.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0063 715-91361 6.000 m | 51.00000 306.00| 67.63000 405.78| 40.00000 240.00 PIPE, PVC, 150 mm | | | 0064 718-04880 1.000 EACH| 450.00000 450.00| 592.90000 592.90| 830.00000 830.00 OUTLET PROTECTOR, A | | | 0065 718-52610 224.000 m3 | 50.00000 11200.00| 34.46000 7719.04| 34.00000 7616.00 AGGREGATE FOR UNDERDRAINS | | | 0066 718-99153 3561.000 m2 | 1.50000 5341.50| 1.53000 5448.33| 1.75000 6231.75 GEOTEXTILES FOR UNDERDRAIN | | | 0067 720-03757 2.000 EACH| 3500.00000 7000.00| 2970.55000 5941.10| 2200.00000 4400.00 MANHOLE, C15 | | | 0068 720-44000 45.000 EACH| 360.00000 16200.00| 193.00000 8685.00| 325.00000 14625.00 CASTING, ADJUST TO GRADE | | | 0069 720-44025 1.000 EACH| 475.00000 475.00| 523.33000 523.33| 550.00000 550.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0070 720-45030 8.000 EACH| 1100.00000 8800.00| 784.81000 6278.48| 925.00000 7400.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 720-45205 1.000 EACH| 2600.00000 2600.00| 1495.56000 1495.56| 1100.00000 1100.00 CATCH BASIN, A2 | | | 0072 720-45235 2.000 EACH| 1400.00000 2800.00| 958.32000 1916.64| 1100.00000 2200.00 CATCH BASIN, E7 | | | 0073 720-45410 15.000 EACH| 2600.00000 39000.00| 1425.02000 21375.30| 1500.00000 22500.00 MANHOLE, C4 | | | 0074 720-98174 4.000 EACH| 2025.00000 8100.00| 1521.94000 6087.76| 1400.00000 5600.00 INLET, B15 | | | 0075 720-98555 7.000 EACH| 2025.00000 14175.00| 1572.64000 11008.48| 1400.00000 9800.00 INLET, C15 | | | 0076 720-99416 3.000 EACH| 2100.00000 6300.00| 1649.84000 4949.52| 1500.00000 4500.00 CATCH BASIN, B15 | | | 0077 720-99417 12.000 EACH| 2200.00000 26400.00| 1767.08000 21204.96| 1500.00000 18000.00 CATCH BASIN, C15 | | | 0078 722-51401 11.700 m2 | 230.00000 2691.00| 286.65000 3353.81| 325.00000 3802.50 BRIDGE DECK PATCHING, FULL DEPTH | | | 0079 722-51852 11.700 m2 | 190.00000 2223.00| 79.80000 933.66| 150.00000 1755.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0080 801-06207 4359.000 m | 3.00000 13077.00| 3.15000 13730.85| 3.10000 13512.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0081 801-06606 46.000 EACH| 125.00000 5750.00| 136.50000 6279.00| 140.00000 6440.00 BARRICADE, IIIB | | | 0082 801-06640 54.000 EACH| 100.00000 5400.00| 120.75000 6520.50| 130.00000 7020.00 CONSTRUCTION SIGN, A | | | 0083 801-06710 300.000 DAY | 13.50000 4050.00| 18.90000 5670.00| 19.00000 5700.00 FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 77500.00000 77500.00| 90000.00000 90000.00| 88500.00000 88500.00 MAINTAINING TRAFFIC | | | 0085 802-02475 40.000 EACH| 45.00000 1800.00| 157.50000 6300.00| 50.00000 2000.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0086 802-76025 11.610 m2 | 155.00000 1799.55| 162.75000 1889.53| 135.00000 1567.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0087 802-76055 83.400 m | 21.00000 1751.40| 30.45000 2539.53| 12.30000 1025.82 SIGN POST, A | | | 0088 805-02327 7.000 EACH| 65.00000 455.00| 262.50000 1837.50| 200.00000 1400.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0089 805-78470 1372.000 m | 4.00000 5488.00| 1.58000 2167.76| 1.15000 1577.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0090 805-78510 258.000 m | 4.00000 1032.00| 4.20000 1083.60| 3.10000 799.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-06701 94.000 m | 1.00000 94.00| 1.13000 106.22| 1.15000 108.10 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0092 808-06703 533.000 m | 1.00000 533.00| 0.97000 517.01| 1.00000 533.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0093 808-06705 454.000 m | 3.00000 1362.00| 1.89000 858.06| 1.90000 862.60 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0094 808-06713 852.000 m | 0.25000 213.00| 0.21000 178.92| 0.25000 213.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0095 808-06714 3767.000 m | 0.25000 941.75| 0.21000 791.07| 0.25000 941.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0096 808-06716 610.000 m | 1.15000 701.50| 1.52000 927.20| 1.50000 915.00 LINE, REMOVE | | | 0097 808-75047 16.000 m | 0.30000 4.80| 0.88000 14.08| 0.85000 13.60 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0098 808-75240 544.000 m | 1.00000 544.00| 1.19000 647.36| 1.15000 625.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0099 808-75245 3162.000 m | 1.00000 3162.00| 1.01000 3193.62| 1.00000 3162.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0100 808-75278 35.000 m | 4.50000 157.50| 6.27000 219.45| 6.00000 210.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0101 808-75297 124.000 m | 9.00000 1116.00| 11.77000 1459.48| 11.30000 1401.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0102 808-75320 33.000 EACH| 55.00000 1815.00| 60.50000 1996.50| 57.50000 1897.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0103 808-75325 7.000 EACH| 75.00000 525.00| 77.00000 539.00| 74.00000 518.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,459,794.25| $ 1,517,139.49| $ 1,587,803.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,459,794.25| $ 1,517,139.49| $ 1,587,803.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1136349 |(6) 35-1917625 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 9.000 MOS | 1603.31000 14429.79| 1541.94000 13877.46| 3006.48000 27058.32 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 54174.18000 54174.18| 46223.12000 46223.12| 39472.50000 39472.50 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 79261.62000 79261.62| 80000.00000 80000.00| 79900.00000 79900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 47737.00000 47737.00| 31000.00000 31000.00| 40863.05000 40863.05 CLEARING RIGHT OF WAY | | | 0005 202-02241 52.000 m | 29.45000 1531.40| 4.70000 244.40| 27.37000 1423.24 GUARDRAIL, REMOVE | | | 0006 202-02278 125.000 m | 11.77000 1471.25| 19.41000 2426.25| 11.02000 1377.50 CURB, CONCRETE, REMOVE | | | 0007 202-02279 2282.000 m | 13.25000 30236.50| 16.35000 37310.70| 12.67000 28912.94 CURB AND GUTTER, REMOVE | | | 0008 202-03875 1.000 EACH| 651.89000 651.89| 1138.89000 1138.89| 637.67000 637.67 CONCRETE STEPS, REMOVE | | | 0009 202-51328 LUMP| 60564.92000 60564.92| 46977.97000 46977.97| 732.05000 732.05 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 1889.000 m2 | 9.12000 17227.68| 8.17000 15433.13| 6.53000 12335.17 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 22918.000 m2 | 1.98000 45377.64| 2.14000 49044.52| 1.51000 34606.18 SURFACE MILLING, ASPHALT | | | 0012 202-74075 2.000 EACH| 1132.95000 2265.90| 1649.84000 3299.68| 1421.01000 2842.02 OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0013 203-02080 1.837 km | 46061.01000 84614.08| 49055.02000 90114.07| 47611.22000 87461.81 LINEAR GRADING | | | 0014 205-02224 639.000 m | 5.61000 3584.79| 6.05000 3865.95| 5.21000 3329.19 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 91.800 m | 11.16000 1024.49| 12.04000 1105.27| 10.37000 951.97 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02236 8.000 EACH| 79.31000 634.48| 85.55000 684.40| 73.68000 589.44 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-02237 29.000 EACH| 28.33000 821.57| 30.55000 885.95| 26.32000 763.28 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1136349 |(6) 35-1917625 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 211-02050 41.300 m3 | 28.90000 1193.57| 49.02000 2024.53| 46.19000 1907.65 B BORROW | | | 0019 211-02060 304.000 m3 | 29.35000 8922.40| 40.78000 12397.12| 34.73000 10557.92 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 900.000 Mg | 24.37000 21933.00| 36.83000 33147.00| 54.59000 49131.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 401-05437 1135.000 Mg | 41.92000 47579.20| 45.22000 51324.70| 36.00000 40860.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 4018.000 Mg | 35.12000 141112.16| 37.89000 152242.02| 34.00000 136612.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 1826.000 Mg | 47.02000 85858.52| 50.72000 92614.72| 44.00000 80344.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05470 762.000 Mg | 46.45000 35394.90| 50.11000 38183.82| 40.00000 30480.00 HMA BASE C25.0 mm, MAINLINE | | | 0025 406-05520 13.800 Mg | 198.27000 2736.13| 213.87000 2951.41| 168.00000 2318.40 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1470.57000 5882.28| 1955.36000 7821.44| 1366.28000 5465.12 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02103 3.800 m | 79.31000 301.38| 116.10000 441.18| 73.68000 279.98 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0028 601-06037 2.000 EACH| 685.44000 1370.88| 977.68000 1955.36| 636.83000 1273.66 GUARDRAIL END TREATMENT, I | | | 0029 601-95434 13.000 m | 266.25000 3461.25| 118.96000 1546.48| 247.36000 3215.68 HANDRAIL, STEEL PIPE, 37.5 mm | | | 0030 601-99105 12.000 m | 90.64000 1087.68| 91.66000 1099.92| 84.21000 1010.52 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 601-99132 1.000 EACH| 141.62000 141.62| 122.21000 122.21| 131.58000 131.58 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0032 604-06069 790.000 m2 | 46.44000 36687.60| 61.79000 48814.10| 26.32000 20792.80 CURB RAMP, CONCRETE | | | 0033 604-44251 3.500 m3 | 898.91000 3146.19| 970.15000 3395.53| 936.46000 3277.61 STEPS, CONCRETE | | | 0034 604-91531 2405.000 m2 | 29.24000 70322.20| 32.78000 78835.90| 31.29000 75252.45 SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 125.000 m | 44.35000 5543.75| 76.49000 9561.25| 65.26000 8157.50 CURB, CONCRETE | | | 0036 605-06150 1127.000 m | 49.40000 55673.80| 46.38000 52270.26| 68.95000 77706.65 CURB AND GUTTER, C, CONCRETE | | | 0037 605-06155 86.000 m | 54.03000 4646.58| 75.08000 6456.88| 68.95000 5929.70 CURB AND GUTTER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1136349 |(6) 35-1917625 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 605-06165 893.000 m | 47.13000 42087.09| 45.85000 40944.05| 68.95000 61572.35 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0039 611-05330 2267.000 m2 | 36.96000 83788.32| 43.22000 97979.74| 75.39000 170909.13 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 12.000 EACH| 103.10000 1237.20| 164.98000 1979.76| 95.79000 1149.48 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 6.000 EACH| 135.95000 815.70| 226.09000 1356.54| 126.31000 757.86 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06505 9.000 EACH| 427.48000 3847.32| 519.39000 4674.51| 447.36000 4026.24 MONUMENT, B | | | 0043 616-02320 228.000 m2 | 3.50000 798.00| 12.95000 2952.60| 3.15000 718.20 GEOTEXTILES | | | 0044 616-06405 41.000 Mg | 23.71000 972.11| 52.93000 2170.13| 35.11000 1439.51 RIPRAP, REVETMENT | | | 0045 616-95000 76.200 m2 | 38.35000 2922.27| 55.93000 4261.87| 112.77000 8593.07 RIPRAP, HAND LAID, 600 mm | | | 0046 621-01004 1.000 EACH| 339.89000 339.89| 366.63000 366.63| 315.78700 315.78 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 0.970 Mg | 785.14000 761.59| 846.92000 821.51| 729.45000 707.57 FERTILIZER | | | 0048 621-06554 178.000 kg | 11.99000 2134.22| 12.93000 2301.54| 11.14000 1982.92 SEED MIXTURE, U | | | 0049 621-06565 4.900 Mg | 603.87000 2958.96| 651.38000 3191.76| 561.04000 2749.10 MULCHING MATERIAL | | | 0050 621-06567 95.000 kL | 1.13000 107.35| 1.22000 115.90| 1.05000 99.75 WATER | | | 0051 621-06575 5227.000 m2 | 3.27000 17092.29| 3.52000 18399.04| 3.03000 15837.81 SODDING, NURSERY | | | 0052 702-51863 135.000 EACH| 8.55000 1154.25| 26.46000 3572.10| 7.55000 1019.25 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 1602.000 kg | 2.93000 4693.86| 1.73000 2771.46| 1.80000 2883.60 REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 8.800 m3 | 1213.18000 10675.98| 285.03000 2508.26| 1079.21000 9497.05 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-51025 18.000 m | 402.07000 7237.26| 520.24000 9364.32| 441.05000 7938.90 CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 878.48000 878.48| 12221.00000 12221.00| 663.14000 663.14 SURFACE SEAL | | | 0057 711-05396 LUMP| 4591.10000 4591.10| 3332.67000 3332.67| 3789.36000 3789.36 REPLACE DECORATIVE ISLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1136349 |(6) 35-1917625 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 714-04802 105.100 m2 | 246.70000 25928.17| 168.50000 17709.35| 501.51000 52708.70 CONCRETE MODULAR BLOCK WALL | | | 0059 715-05048 1408.000 m | 8.18000 11517.44| 10.82000 15234.56| 9.32000 13122.56 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0060 715-05149 493.000 m | 101.49000 50034.57| 109.65000 54057.45| 213.24000 105127.32 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05151 234.000 m | 96.14000 22496.76| 113.16000 26479.44| 127.95000 29940.30 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0062 715-05152 6.000 m | 146.41000 878.46| 426.81000 2560.86| 1009.14000 6054.84 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0063 715-91361 6.000 m | 28.15000 168.90| 42.77000 256.62| 36.84000 221.04 PIPE, PVC, 150 mm | | | 0064 718-04880 1.000 EACH| 326.81000 326.81| 977.68000 977.68| 842.08000 842.08 OUTLET PROTECTOR, A | | | 0065 718-52610 224.000 m3 | 43.70000 9788.80| 39.72000 8897.28| 34.21000 7663.04 AGGREGATE FOR UNDERDRAINS | | | 0066 718-99153 3561.000 m2 | 2.93000 10433.73| 2.02000 7193.22| 1.74000 6196.14 GEOTEXTILES FOR UNDERDRAIN | | | 0067 720-03757 2.000 EACH| 3028.92000 6057.84| 2024.86000 4049.72| 2127.86000 4255.72 MANHOLE, C15 | | | 0068 720-44000 45.000 EACH| 529.00000 23805.00| 488.70000 21991.50| 290.69000 13081.05 CASTING, ADJUST TO GRADE | | | 0069 720-44025 1.000 EACH| 743.83000 743.83| 754.71000 754.71| 671.41000 671.41 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0070 720-45030 8.000 EACH| 841.26000 6730.08| 1199.47000 9595.76| 1003.42000 8027.36 INLET, E7 | | | 0071 720-45205 1.000 EACH| 2087.25000 2087.25| 1466.44000 1466.44| 1743.64000 1743.64 CATCH BASIN, A2 | | | 0072 720-45235 2.000 EACH| 1387.00000 2774.00| 1268.74000 2537.48| 923.52000 1847.04 CATCH BASIN, E7 | | | 0073 720-45410 15.000 EACH| 1888.99000 28334.85| 1505.04000 22575.60| 1219.88000 18298.20 MANHOLE, C4 | | | 0074 720-98174 4.000 EACH| 1588.31000 6353.24| 2092.68000 8370.72| 1527.32000 6109.28 INLET, B15 | | | 0075 720-98555 7.000 EACH| 1650.19000 11551.33| 2164.67000 15152.69| 1527.47000 10692.29 INLET, C15 | | | 0076 720-99416 3.000 EACH| 1868.69000 5606.07| 2393.05000 7179.15| 1572.17000 4716.51 CATCH BASIN, B15 | | | 0077 720-99417 12.000 EACH| 2031.38000 24376.56| 2153.78000 25845.36| 1633.04000 19596.48 CATCH BASIN, C15 | | | 0078 722-51401 11.700 m2 | 232.55000 2720.84| 90.45000 1058.26| 576.34000 6743.18 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1136349 |(6) 35-1917625 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 722-51852 11.700 m2 | 182.50000 2135.25| 66.39000 776.76| 383.52000 4487.18 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0080 801-06207 4359.000 m | 3.29000 14341.11| 3.67000 15997.53| 3.05000 13294.95 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0081 801-06606 46.000 EACH| 130.29000 5993.34| 158.87000 7308.02| 121.05000 5568.30 BARRICADE, IIIB | | | 0082 801-06640 54.000 EACH| 101.97000 5506.38| 140.54000 7589.16| 94.73000 5115.42 CONSTRUCTION SIGN, A | | | 0083 801-06710 300.000 DAY | 13.60000 4080.00| 22.00000 6600.00| 12.63000 3789.00 FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 111685.99000 111685.99| 53606.81000 53606.81| 54776.77000 54776.77 MAINTAINING TRAFFIC | | | 0085 802-02475 40.000 EACH| 101.97000 4078.80| 73.33000 2933.20| 63.16000 2526.40 SIGN, PANEL, REMOVE AND RELOCATE | | | 0086 802-76025 11.610 m2 | 424.86000 4932.62| 185.51000 2153.77| 159.78000 1855.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0087 802-76055 83.400 m | 11.33000 944.92| 10.02000 835.67| 8.63000 719.74 SIGN POST, A | | | 0088 805-02327 7.000 EACH| 396.53000 2775.71| 201.65000 1411.55| 173.68000 1215.76 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0089 805-78470 1372.000 m | 0.85000 1166.20| 1.22000 1673.84| 1.05000 1440.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0090 805-78510 258.000 m | 8.49000 2190.42| 4.28000 1104.24| 3.68000 949.44 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0091 808-06701 94.000 m | 0.97000 91.18| 1.32000 124.08| 0.89000 83.66 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0092 808-06703 533.000 m | 0.97000 517.01| 1.12000 596.96| 0.89000 474.37 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0093 808-06705 454.000 m | 3.00000 1362.00| 2.20000 998.80| 2.79000 1266.66 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0094 808-06713 852.000 m | 0.22000 187.44| 0.24000 204.48| 0.20000 170.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0095 808-06714 3767.000 m | 0.22000 828.74| 0.24000 904.08| 0.20000 753.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0096 808-06716 610.000 m | 1.13000 689.30| 1.77000 1079.70| 1.05000 640.50 LINE, REMOVE | | | 0097 808-75047 16.000 m | 0.33000 5.28| 0.98000 15.68| 0.31000 4.96 LINE, PAINT, SOLID, YELLOW, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1136349 |(6) 35-1917625 |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 808-75240 544.000 m | 0.97000 527.68| 1.32000 718.08| 0.89000 484.16 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0099 808-75245 3162.000 m | 0.97000 3067.14| 1.12000 3541.44| 0.89000 2814.18 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0100 808-75278 35.000 m | 4.47000 156.45| 6.97000 243.95| 4.16000 145.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0101 808-75297 124.000 m | 8.95000 1109.80| 13.08000 1621.92| 8.32000 1031.68 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0102 808-75320 33.000 EACH| 56.65000 1869.45| 67.22000 2218.26| 52.63000 1736.79 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0103 808-75325 7.000 EACH| 79.31000 555.17| 85.55000 598.85| 73.68000 515.76 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,591,209.42| $ 1,604,923.66| $ 1,638,129.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,591,209.42| $ 1,604,923.66| $ 1,638,129.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 9.000 MOS | 1100.00000 9900.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 42000.00000 42000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 96500.00000 96500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 56700.00000 56700.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 52.000 m | 42.00000 2184.00| | GUARDRAIL, REMOVE | | | 0006 202-02278 125.000 m | 10.00000 1250.00| | CURB, CONCRETE, REMOVE | | | 0007 202-02279 2282.000 m | 10.00000 22820.00| | CURB AND GUTTER, REMOVE | | | 0008 202-03875 1.000 EACH| 650.00000 650.00| | CONCRETE STEPS, REMOVE | | | 0009 202-51328 LUMP| 11900.00000 11900.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 1889.000 m2 | 11.00000 20779.00| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 22918.000 m2 | 1.50000 34377.00| | SURFACE MILLING, ASPHALT | | | 0012 202-74075 2.000 EACH| 2100.00000 4200.00| | OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0013 203-02080 1.837 km | 124900.00000 229441.30| | LINEAR GRADING | | | 0014 205-02224 639.000 m | 5.50000 3514.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02229 91.800 m | 11.00000 1009.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0016 205-02236 8.000 EACH| 75.00000 600.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-02237 29.000 EACH| 25.00000 725.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 211-02050 41.300 m3 | 36.00000 1486.80| | B BORROW | | | 0019 211-02060 304.000 m3 | 36.00000 10944.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 900.000 Mg | 36.00000 32400.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 401-05437 1135.000 Mg | 54.00000 61290.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 4018.000 Mg | 39.00000 156702.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 1826.000 Mg | 54.00000 98604.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05470 762.000 Mg | 49.00000 37338.00| | HMA BASE C25.0 mm, MAINLINE | | | 0025 406-05520 13.800 Mg | 175.00000 2415.00| | ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1900.00000 7600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02103 3.800 m | 55.00000 209.00| | GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0028 601-06037 2.000 EACH| 725.00000 1450.00| | GUARDRAIL END TREATMENT, I | | | 0029 601-95434 13.000 m | 625.00000 8125.00| | HANDRAIL, STEEL PIPE, 37.5 mm | | | 0030 601-99105 12.000 m | 45.00000 540.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 601-99132 1.000 EACH| 65.00000 65.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0032 604-06069 790.000 m2 | 41.00000 32390.00| | CURB RAMP, CONCRETE | | | 0033 604-44251 3.500 m3 | 1000.00000 3500.00| | STEPS, CONCRETE | | | 0034 604-91531 2405.000 m2 | 37.00000 88985.00| | SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 125.000 m | 69.00000 8625.00| | CURB, CONCRETE | | | 0036 605-06150 1127.000 m | 88.00000 99176.00| | CURB AND GUTTER, C, CONCRETE | | | 0037 605-06155 86.000 m | 92.00000 7912.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 605-06165 893.000 m | 92.00000 82156.00| | CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0039 611-05330 2267.000 m2 | 54.00000 122418.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 12.000 EACH| 155.00000 1860.00| | MAILBOX ASSEMBLY, SINGLE | | | 0041 611-06498 6.000 EACH| 200.00000 1200.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06505 9.000 EACH| 400.00000 3600.00| | MONUMENT, B | | | 0043 616-02320 228.000 m2 | 1.25000 285.00| | GEOTEXTILES | | | 0044 616-06405 41.000 Mg | 25.00000 1025.00| | RIPRAP, REVETMENT | | | 0045 616-95000 76.200 m2 | 54.00000 4114.80| | RIPRAP, HAND LAID, 600 mm | | | 0046 621-01004 1.000 EACH| 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 0.970 Mg | 750.00000 727.50| | FERTILIZER | | | 0048 621-06554 178.000 kg | 12.00000 2136.00| | SEED MIXTURE, U | | | 0049 621-06565 4.900 Mg | 600.00000 2940.00| | MULCHING MATERIAL | | | 0050 621-06567 95.000 kL | 1.00000 95.00| | WATER | | | 0051 621-06575 5227.000 m2 | 3.20000 16726.40| | SODDING, NURSERY | | | 0052 702-51863 135.000 EACH| 16.00000 2160.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 1602.000 kg | 2.00000 3204.00| | REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 8.800 m3 | 2400.00000 21120.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-51025 18.000 m | 1600.00000 28800.00| | CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 3500.00000 3500.00| | SURFACE SEAL | | | 0057 711-05396 LUMP| 18000.00000 18000.00| | REPLACE DECORATIVE ISLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 714-04802 105.100 m2 | 350.00000 36785.00| | CONCRETE MODULAR BLOCK WALL | | | 0059 715-05048 1408.000 m | 18.00000 25344.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0060 715-05149 493.000 m | 115.00000 56695.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05151 234.000 m | 120.00000 28080.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0062 715-05152 6.000 m | 140.00000 840.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0063 715-91361 6.000 m | 90.00000 540.00| | PIPE, PVC, 150 mm | | | 0064 718-04880 1.000 EACH| 195.00000 195.00| | OUTLET PROTECTOR, A | | | 0065 718-52610 224.000 m3 | 37.00000 8288.00| | AGGREGATE FOR UNDERDRAINS | | | 0066 718-99153 3561.000 m2 | 1.35000 4807.35| | GEOTEXTILES FOR UNDERDRAIN | | | 0067 720-03757 2.000 EACH| 2400.00000 4800.00| | MANHOLE, C15 | | | 0068 720-44000 45.000 EACH| 245.00000 11025.00| | CASTING, ADJUST TO GRADE | | | 0069 720-44025 1.000 EACH| 440.00000 440.00| | CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0070 720-45030 8.000 EACH| 900.00000 7200.00| | INLET, E7 | | | 0071 720-45205 1.000 EACH| 1300.00000 1300.00| | CATCH BASIN, A2 | | | 0072 720-45235 2.000 EACH| 1200.00000 2400.00| | CATCH BASIN, E7 | | | 0073 720-45410 15.000 EACH| 1900.00000 28500.00| | MANHOLE, C4 | | | 0074 720-98174 4.000 EACH| 1525.00000 6100.00| | INLET, B15 | | | 0075 720-98555 7.000 EACH| 1575.00000 11025.00| | INLET, C15 | | | 0076 720-99416 3.000 EACH| 2000.00000 6000.00| | CATCH BASIN, B15 | | | 0077 720-99417 12.000 EACH| 1900.00000 22800.00| | CATCH BASIN, C15 | | | 0078 722-51401 11.700 m2 | 445.00000 5206.50| | BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 722-51852 11.700 m2 | 325.00000 3802.50| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0080 801-06207 4359.000 m | 3.20000 13948.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0081 801-06606 46.000 EACH| 125.00000 5750.00| | BARRICADE, IIIB | | | 0082 801-06640 54.000 EACH| 99.00000 5346.00| | CONSTRUCTION SIGN, A | | | 0083 801-06710 300.000 DAY | 13.00000 3900.00| | FLASHING ARROW SIGN | | | 0084 801-06775 LUMP| 78900.00000 78900.00| | MAINTAINING TRAFFIC | | | 0085 802-02475 40.000 EACH| 450.00000 18000.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0086 802-76025 11.610 m2 | 200.00000 2322.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0087 802-76055 83.400 m | 34.00000 2835.60| | SIGN POST, A | | | 0088 805-02327 7.000 EACH| 525.00000 3675.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0089 805-78470 1372.000 m | 0.75000 1029.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0090 805-78510 258.000 m | 4.50000 1161.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0091 808-06701 94.000 m | 1.00000 94.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0092 808-06703 533.000 m | 1.00000 533.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0093 808-06705 454.000 m | 3.00000 1362.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0094 808-06713 852.000 m | 0.20000 170.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0095 808-06714 3767.000 m | 0.20000 753.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0096 808-06716 610.000 m | 1.25000 762.50| | LINE, REMOVE | | | 0097 808-75047 16.000 m | 0.35000 5.60| | LINE, PAINT, SOLID, YELLOW, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 200 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,579,469.73 ROUTE : CALL ORDER : 200 CONTRACT ID : R -24437-A COUNTIES : JOHNSON LETTING DATE : 11/16/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 808-75240 544.000 m | 1.00000 544.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0099 808-75245 3162.000 m | 1.00000 3162.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0100 808-75278 35.000 m | 4.50000 157.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0101 808-75297 124.000 m | 9.00000 1116.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0102 808-75320 33.000 EACH| 55.00000 1815.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0103 808-75325 7.000 EACH| 75.00000 525.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,934,816.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,934,816.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 214 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 80,907.71 ROUTE : US 41 CALL ORDER : 214 CONTRACT ID : R -24726-B COUNTIES : VIGO LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9984000 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 83,550.36 100.0000% 2 35-0734255 WABASH VALLEY ASPHALT CO $ 86,472.12 103.4970% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-0734255 | |YARDBERRY LANDSCAPE |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SCENIC EASEMENTS | | | 0001 105-06790 4.000 MOS | 1100.00000 4400.00| 1832.25000 7329.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 488.20000 488.20| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 3000.00000 3000.00| 4600.00000 4600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 80.000 m | 38.00000 3040.00| 30.65000 2452.00| CURB, CONCRETE, REMOVE | | | 0005 305-05204 20.000 Mg | 100.00000 2000.00| 96.51000 1930.20| HMA FOR PATCHING | | | 0006 409-52456 50.000 m2 | 5.00000 250.00| 1.72000 86.00| BITUMINOUS MATERIAL FOR TACK COAT | | | 0007 604-06069 83.000 m2 | 72.00000 5976.00| 41.75000 3465.25| CURB RAMP, CONCRETE | | | 0008 604-91531 952.000 m2 | 32.00000 30464.00| 40.01000 38089.52| SIDEWALK, CONCRETE, 100 mm | | | 0009 605-06120 80.000 m | 58.00000 4640.00| 71.20000 5696.00| CURB, CONCRETE | | | 0010 616-02320 165.000 m2 | 4.00000 660.00| 1.71000 282.15| GEOTEXTILES | | | 0011 616-06405 83.270 Mg | 50.00000 4163.50| 31.72000 2641.32| RIPRAP, REVETMENT | | | 0012 621-06560 225.000 m2 | 2.00000 450.00| 7.26000 1633.50| MULCHED SEEDING, U | | | 0013 621-06570 75.000 m3 | 35.00000 2625.00| 79.96000 5997.00| TOP SOIL | | | 0014 621-06575 320.000 m2 | 6.00000 1920.00| 13.20000 4224.00| SODDING, NURSERY | | | 0015 801-06640 15.000 EACH| 75.00000 1125.00| 55.00000 825.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/22/99 PAGE : 214 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 80,907.71 ROUTE : US 41 CALL ORDER : 214 CONTRACT ID : R -24726-B COUNTIES : VIGO LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-0734255 | |YARDBERRY LANDSCAPE |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06710 20.000 DAY | 40.00000 800.00| 19.80000 396.00| FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 8000.00000 8000.00| 4197.90000 4197.90| MAINTAINING TRAFFIC | | | 0018 802-02489 8.540 m | 44.30000 378.32| 35.75000 305.31| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0019 802-74046 6.000 EACH| 100.00000 600.00| 55.00000 330.00| SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0020 802-76025 1.160 m2 | 269.00000 312.04| 182.05000 211.18| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0021 805-01843 2.000 EACH| 750.00000 1500.00| 95.34000 190.68| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0022 808-06368 8.000 m | 27.50000 220.00| 24.20000 193.60| TRANSVERSE MARKING, REMOVE | | | 0023 808-75260 85.000 m | 8.10000 688.50| 7.15000 607.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0024 808-75297 8.000 m | 16.25000 130.00| 14.30000 114.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0025 808-75300 52.000 m | 4.00000 208.00| 3.58000 186.16| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 83,550.36| $ 86,472.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 83,550.36| $ 86,472.12| ====================================================================================================================================