INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/07/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0431030 0431030 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 979,125.80 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 982,400.00 100.3344% 3 35-1912582 EDSAM CONSTRUCTION, INC. $ 1,247,304.58 127.3896% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,342,086.80 137.0699% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1912582 |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 15.000 MOS | 800.00000 12000.00| 1200.00000 18000.00| 1320.00000 19800.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 32400.00000 32400.00| 31000.00000 31000.00| 52000.00000 52000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47750.00000 47750.00| 49800.00000 49800.00| 79500.00000 79500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25150.00000 25150.00| 34500.00000 34500.00| 37100.00000 37100.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 5000.000 SYS | 8.00000 40000.00| 6.00000 30000.00| 13.20000 66000.00 PAVEMENT, REMOVE | | | 0006 202-02271 11.000 EACH| 150.00000 1650.00| 130.00000 1430.00| 220.00000 2420.00 HEADWALL, REMOVE | | | 0007 202-02928 7.000 EACH| 175.00000 1225.00| 250.00000 1750.00| 275.00000 1925.00 CATCH BASIN, REMOVE | | | 0008 202-03000 LUMP| 850.00000 850.00| 700.00000 700.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0009 202-03000 LUMP| 225.00000 225.00| 300.00000 300.00| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0010 202-03000 LUMP| 4200.00000 4200.00| 1000.00000 1000.00| 550.00000 550.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0011 202-03000 LUMP| 850.00000 850.00| 480.00000 480.00| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1912582 |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-52710 552.000 SYS | 9.00000 4968.00| 2.90000 1600.80| 13.20000 7286.40 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-60820 8105.000 SYS | 0.60000 4863.00| 1.00000 8105.00| 4.40000 35662.00 SURFACE MILLING, ASPHALT | | | 0014 202-91385 1.000 EACH| 200.00000 200.00| 250.00000 250.00| 330.00000 330.00 INLET, REMOVE | | | 0015 202-96133 521.000 LFT | 8.50000 4428.50| 16.00000 8336.00| 16.50000 8596.50 PIPE, REMOVE | | | 0016 203-02000 4200.000 CYS | 11.00000 46200.00| 13.30000 55860.00| 14.30000 60060.00 EXCAVATION, COMMON | | | 0019 205-06772 186.000 EACH| 10.00000 1860.00| 14.00000 2604.00| 11.00000 2046.00 STRAW BALE IN PLACE | | | 0020 211-02050 750.000 CYS | 17.00000 12750.00| 14.00000 10500.00| 27.50000 20625.00 B BORROW | | | 0021 211-02060 362.600 CYS | 17.00000 6164.20| 14.00000 5076.40| 28.60000 10370.36 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 438.000 TON | 16.00000 7008.00| 14.00000 6132.00| 19.80000 8672.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 402-05468 2870.000 TON | 32.00000 91840.00| 31.25000 89687.50| 39.05000 112073.50 HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 2379.000 TON | 32.00000 76128.00| 32.00000 76128.00| 38.28000 91068.12 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 1530.000 TON | 37.00000 56610.00| 35.00000 53550.00| 41.03000 62775.90 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05483 816.000 TON | 32.00000 26112.00| 31.30000 25540.80| 42.35000 34557.60 HMA BASE C25.0 mm, SHOULDER | | | 0027 406-05521 49168.000 SYS | 0.10000 4916.80| 0.05000 2458.40| 0.13000 6391.84 ASPHALT FOR TACK COAT | | | 0028 604-06069 124.600 SYS | 45.00000 5607.00| 65.00000 8099.00| 44.00000 5482.40 CURB RAMP, CONCRETE | | | 0029 604-91531 738.000 SYS | 32.00000 23616.00| 28.00000 20664.00| 33.00000 24354.00 SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-06120 191.000 LFT | 21.00000 4011.00| 14.75000 2817.25| 27.50000 5252.50 CURB, CONCRETE | | | 0031 605-06150 3546.000 LFT | 14.50000 51417.00| 19.50000 69147.00| 13.20000 46807.20 CURB AND GUTTER, C, CONCRETE | | | 0033 616-06451 238.000 TON | 19.00000 4522.00| 18.50000 4403.00| 20.90000 4974.20 RIPRAP, UNIFORM | | | 0034 621-06574 2884.000 SYS | 3.25000 9373.00| 3.05000 8796.20| 3.85000 11103.40 SODDING | | | 0035 715-13015 1624.000 LFT | 27.00000 43848.00| 28.00000 45472.00| 22.00000 35728.00 PIPE, GROUP L, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1912582 |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-13020 576.000 LFT | 32.00000 18432.00| 28.50000 16416.00| 24.20000 13939.20 PIPE, GROUP L, 18 IN. | | | 0037 715-44255 2065.000 LFT | 3.00000 6195.00| 2.70000 5575.50| 4.95000 10221.75 PIPE, GROUP K, 6 IN. | | | 0038 718-52610 178.000 CYS | 19.00000 3382.00| 24.00000 4272.00| 30.80000 5482.40 AGGREGATE FOR UNDERDRAINS | | | 0039 718-99153 1694.000 SYS | 0.75000 1270.50| 1.30000 2202.20| 1.10000 1863.40 GEOTEXTILES FOR UNDERDRAIN | | | 0040 720-04182 13.000 EACH| 225.00000 2925.00| 300.00000 3900.00| 308.00000 4004.00 CASTING, 4 | | | 0041 720-44000 5.000 EACH| 250.00000 1250.00| 200.00000 1000.00| 220.00000 1100.00 CASTING, ADJUST TO GRADE | | | 0042 720-45240 1.000 EACH| 1100.00000 1100.00| 1500.00000 1500.00| 550.00000 550.00 CATCH BASIN, J10 | | | 0043 720-45250 13.000 EACH| 1375.00000 17875.00| 1100.00000 14300.00| 1430.00000 18590.00 CATCH BASIN, K10 | | | 0044 720-95157 1.000 EACH| 1150.00000 1150.00| 1280.00000 1280.00| 550.00000 550.00 CATCH BASIN, R13, MODIFIED | | | 0045 720-98959 14.000 EACH| 1800.00000 25200.00| 1270.00000 17780.00| 1320.00000 18480.00 MANHOLE, A | | | 0046 801-06207 13544.000 LFT | 1.00000 13544.00| 0.95000 12866.80| 1.05000 14221.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06605 17.000 EACH| 55.00000 935.00| 118.00000 2006.00| 55.00000 935.00 BARRICADE, IIIA | | | 0049 801-06640 23.000 EACH| 85.00000 1955.00| 114.00000 2622.00| 82.50000 1897.50 CONSTRUCTION SIGN, A | | | 0050 801-06645 41.000 EACH| 40.00000 1640.00| 35.00000 1435.00| 38.50000 1578.50 CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 18000.00000 18000.00| 37000.00000 37000.00| 63000.00000 63000.00 MAINTAINING TRAFFIC | | | 0053 802-76035 32.000 SFT | 18.00000 576.00| 14.25000 456.00| 19.03000 608.96 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0054 805-01815 4.000 EACH| 1875.00000 7500.00| 1740.00000 6960.00| 1899.70000 7598.80 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0055 805-01844 560.000 LFT | 21.00000 11760.00| 13.05000 7308.00| 20.90000 11704.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0056 805-02202 5.000 EACH| 925.00000 4625.00| 860.00000 4300.00| 935.00000 4675.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1912582 |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 805-02328 1725.000 LFT | 0.15000 258.75| 0.90000 1552.50| 0.11000 189.75 SIGNAL CABLE, 1C 14GA. | | | 0058 805-78100 1.000 EACH| 7400.00000 7400.00| 7340.00000 7340.00| 7524.00000 7524.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0059 805-78205 6.000 EACH| 400.00000 2400.00| 360.00000 2160.00| 410.30000 2461.80 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0060 805-78230 2.000 EACH| 825.00000 1650.00| 640.00000 1280.00| 836.00000 1672.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0061 805-78350 8.000 EACH| 400.00000 3200.00| 355.00000 2840.00| 410.30000 3282.40 PEDESTRIAN SIGNAL HEAD, 9 IN. | | | 0062 805-78415 4.000 EACH| 1050.00000 4200.00| 1380.00000 5520.00| 1064.80000 4259.20 SPAN, CATENARY, AND TETHER | | | 0063 805-78470 4080.000 LFT | 0.10000 408.00| 5.10000 20808.00| 0.11000 448.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0064 805-78480 650.000 LFT | 1.25000 812.50| 0.95000 617.50| 1.32000 858.00 SIGNAL CABLE, 3C 14GA. | | | 0065 805-78485 730.000 LFT | 2.50000 1825.00| 1.05000 766.50| 2.53000 1846.90 SIGNAL CABLE, 5C 14GA. | | | 0066 805-78490 680.000 LFT | 2.50000 1700.00| 1.15000 782.00| 2.42000 1645.60 SIGNAL CABLE, 7C 14GA. | | | 0067 805-78510 1630.000 LFT | 1.00000 1630.00| 0.90000 1467.00| 1.10000 1793.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0068 805-78785 7.000 EACH| 775.00000 5425.00| 420.00000 2940.00| 773.30000 5413.10 SIGNAL DETECTOR HOUSING | | | 0069 805-78795 4435.000 LFT | 7.50000 33262.50| 0.38000 1685.30| 7.37000 32685.95 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0070 805-78925 1.000 EACH| 1000.00000 1000.00| 590.00000 590.00| 1026.30000 1026.30 CONTROLLER CABINET FOUNDATION, P1 | | | 0071 805-81060 4.000 EACH| 2975.00000 11900.00| 2800.00000 11200.00| 3034.90000 12139.60 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0073 806-53072 LUMP| 10850.00000 10850.00| 21854.06000 21854.06| 11033.00000 11033.00 TEMPORARY TRAFFIC SIGNAL | | | 0074 807-78590 3.000 EACH| 825.00000 2475.00| 560.00000 1680.00| 842.60000 2527.80 HANDHOLE | | | 0075 808-06701 1100.000 LFT | 0.32000 352.00| 0.32000 352.00| 0.33000 363.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0076 808-06703 1671.000 LFT | 0.31000 518.01| 0.32000 534.72| 0.33000 551.43 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1912582 |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-75297 156.000 LFT | 3.50000 546.00| 3.25000 507.00| 3.52000 549.12 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0081 808-75300 650.000 LFT | 1.00000 650.00| 0.75000 487.50| 0.88000 572.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0083 405-05518 1305.000 SYS | 1.00000 1305.00| 0.85000 1109.25| 0.66000 861.30 ASPHALT FOR PRIME COAT | | | 0084 801-06577 132.000 LFT | 5.75000 759.00| 5.85000 772.20| 7.70000 1016.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0085 808-75245 5212.000 LFT | 0.32000 1667.84| 0.32000 1667.84| 0.33000 1719.96 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0086 808-75320 11.000 EACH| 55.00000 605.00| 55.00000 605.00| 55.00000 605.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0087 808-75325 5.000 EACH| 75.00000 375.00| 65.00000 325.00| 77.00000 385.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0088 808-75996 50.000 EACH| 8.75000 437.50| 8.00000 400.00| 8.80000 440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0089 808-75998 87.000 EACH| 32.00000 2784.00| 35.00000 3045.00| 33.00000 2871.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0090 802-02489 261.500 LFT | 14.00000 3661.00| 11.10000 2902.65| 13.86000 3624.39 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0091 801-06625 15.000 EACH| 55.00000 825.00| 95.00000 1425.00| 55.00000 825.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0092 611-95728 851.400 SYS | 46.00000 39164.40| 38.00000 32353.20| 49.50000 42144.30 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0093 801-04308 3.000 EACH| 165.00000 495.00| 360.00000 1080.00| 165.00000 495.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0094 801-03290 2.000 EACH| 100.00000 200.00| 150.00000 300.00| 104.50000 209.00 CONSTRUCTION SIGN, C | | | 0095 802-76025 161.100 SFT | 18.00000 2899.80| 23.00000 3705.30| 17.82000 2870.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0096 802-76045 16.500 SFT | 20.00000 330.00| 25.25000 416.63| 20.13000 332.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1912582 |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 202-01347 3.000 EACH| 3500.00000 10500.00| 1900.00000 5700.00| 3300.00000 9900.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , UNDER 3000 GAL. CAPACITY | | | 0098 202-01404 1000.000 GAL | 0.75000 750.00| 1.65000 1650.00| 2.20000 2200.00 LIQUIDS AND SLUDGE, REMOVE AND DISPOSE | | | 0099 202-06580 325.000 CYS | 23.00000 7475.00| 6.00000 1950.00| 12.10000 3932.50 CONTAMINATED SOIL, REMOVE | | | 0100 202-06578 325.000 CYS | 5.50000 1787.50| 7.00000 2275.00| 25.30000 8222.50 CONTAMINATED SOIL, TRANSPORT | | | 0101 202-06579 325.000 CYS | 45.00000 14625.00| 43.00000 13975.00| 36.30000 11797.50 CONTAMINATED SOIL, DISPOSE | | | 0102 202-01406 3.000 EACH| 165.00000 495.00| 300.00000 900.00| 550.00000 1650.00 SAMPLING AND TESTING ANALYSIS , | | | FINGERPRINT | | | 0103 202-01406 3.000 EACH| 165.00000 495.00| 72.00000 216.00| 88.00000 264.00 SAMPLING AND TESTING ANALYSIS , BTEX | | | 0104 202-01406 18.000 EACH| 165.00000 2970.00| 72.00000 1296.00| 88.00000 1584.00 SAMPLING AND TESTING ANALYSIS , TPH | | | SECTION TOTALS | $ 979,125.80| $ 982,400.00| $ 1,247,304.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 979,125.80| $ 982,400.00| $ 1,247,304.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 15.000 MOS | 1000.00000 15000.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 67000.00000 67000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 5000.000 SYS | 5.50000 27500.00| | PAVEMENT, REMOVE | | | 0006 202-02271 11.000 EACH| 450.00000 4950.00| | HEADWALL, REMOVE | | | 0007 202-02928 7.000 EACH| 225.00000 1575.00| | CATCH BASIN, REMOVE | | | 0008 202-03000 LUMP| 20000.00000 20000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0009 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0010 202-03000 LUMP| 8500.00000 8500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0011 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0012 202-52710 552.000 SYS | 11.00000 6072.00| | SIDEWALK, CONCRETE, REMOVE | | | 0013 202-60820 8105.000 SYS | 3.00000 24315.00| | SURFACE MILLING, ASPHALT | | | 0014 202-91385 1.000 EACH| 250.00000 250.00| | INLET, REMOVE | | | 0015 202-96133 521.000 LFT | 30.00000 15630.00| | PIPE, REMOVE | | | 0016 203-02000 4200.000 CYS | 15.00000 63000.00| | EXCAVATION, COMMON | | | 0019 205-06772 186.000 EACH| 9.50000 1767.00| | STRAW BALE IN PLACE | | | 0020 211-02050 750.000 CYS | 40.00000 30000.00| | B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 211-02060 362.600 CYS | 60.00000 21756.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 438.000 TON | 20.00000 8760.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 402-05468 2870.000 TON | 33.50000 96145.00| | HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05474 2379.000 TON | 32.50000 77317.50| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 402-05477 1530.000 TON | 35.00000 53550.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05483 816.000 TON | 36.00000 29376.00| | HMA BASE C25.0 mm, SHOULDER | | | 0027 406-05521 49168.000 SYS | 0.15000 7375.20| | ASPHALT FOR TACK COAT | | | 0028 604-06069 124.600 SYS | 70.00000 8722.00| | CURB RAMP, CONCRETE | | | 0029 604-91531 738.000 SYS | 50.00000 36900.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-06120 191.000 LFT | 25.00000 4775.00| | CURB, CONCRETE | | | 0031 605-06150 3546.000 LFT | 20.00000 70920.00| | CURB AND GUTTER, C, CONCRETE | | | 0033 616-06451 238.000 TON | 35.00000 8330.00| | RIPRAP, UNIFORM | | | 0034 621-06574 2884.000 SYS | 3.50000 10094.00| | SODDING | | | 0035 715-13015 1624.000 LFT | 36.00000 58464.00| | PIPE, GROUP L, 15 IN. | | | 0036 715-13020 576.000 LFT | 45.00000 25920.00| | PIPE, GROUP L, 18 IN. | | | 0037 715-44255 2065.000 LFT | 4.00000 8260.00| | PIPE, GROUP K, 6 IN. | | | 0038 718-52610 178.000 CYS | 50.00000 8900.00| | AGGREGATE FOR UNDERDRAINS | | | 0039 718-99153 1694.000 SYS | 3.00000 5082.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0040 720-04182 13.000 EACH| 600.00000 7800.00| | CASTING, 4 | | | 0041 720-44000 5.000 EACH| 600.00000 3000.00| | CASTING, ADJUST TO GRADE | | | 0042 720-45240 1.000 EACH| 1200.00000 1200.00| | CATCH BASIN, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 720-45250 13.000 EACH| 2000.00000 26000.00| | CATCH BASIN, K10 | | | 0044 720-95157 1.000 EACH| 2100.00000 2100.00| | CATCH BASIN, R13, MODIFIED | | | 0045 720-98959 14.000 EACH| 1750.00000 24500.00| | MANHOLE, A | | | 0046 801-06207 13544.000 LFT | 1.00000 13544.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06605 17.000 EACH| 55.00000 935.00| | BARRICADE, IIIA | | | 0049 801-06640 23.000 EACH| 80.00000 1840.00| | CONSTRUCTION SIGN, A | | | 0050 801-06645 41.000 EACH| 40.00000 1640.00| | CONSTRUCTION SIGN, B | | | 0051 801-06775 LUMP| 100000.00000 100000.00| | MAINTAINING TRAFFIC | | | 0053 802-76035 32.000 SFT | 60.00000 1920.00| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0054 805-01815 4.000 EACH| 1800.00000 7200.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0055 805-01844 560.000 LFT | 20.00000 11200.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0056 805-02202 5.000 EACH| 900.00000 4500.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0057 805-02328 1725.000 LFT | 0.10000 172.50| | SIGNAL CABLE, 1C 14GA. | | | 0058 805-78100 1.000 EACH| 7000.00000 7000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0059 805-78205 6.000 EACH| 400.00000 2400.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0060 805-78230 2.000 EACH| 800.00000 1600.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0061 805-78350 8.000 EACH| 400.00000 3200.00| | PEDESTRIAN SIGNAL HEAD, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 805-78415 4.000 EACH| 1000.00000 4000.00| | SPAN, CATENARY, AND TETHER | | | 0063 805-78470 4080.000 LFT | 0.10000 408.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0064 805-78480 650.000 LFT | 1.20000 780.00| | SIGNAL CABLE, 3C 14GA. | | | 0065 805-78485 730.000 LFT | 2.40000 1752.00| | SIGNAL CABLE, 5C 14GA. | | | 0066 805-78490 680.000 LFT | 2.30000 1564.00| | SIGNAL CABLE, 7C 14GA. | | | 0067 805-78510 1630.000 LFT | 1.00000 1630.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0068 805-78785 7.000 EACH| 750.00000 5250.00| | SIGNAL DETECTOR HOUSING | | | 0069 805-78795 4435.000 LFT | 7.00000 31045.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0070 805-78925 1.000 EACH| 1000.00000 1000.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0071 805-81060 4.000 EACH| 3000.00000 12000.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0073 806-53072 LUMP| 11000.00000 11000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0074 807-78590 3.000 EACH| 800.00000 2400.00| | HANDHOLE | | | 0075 808-06701 1100.000 LFT | 0.30000 330.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0076 808-06703 1671.000 LFT | 0.30000 501.30| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0080 808-75297 156.000 LFT | 3.25000 507.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0081 808-75300 650.000 LFT | 0.80000 520.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0083 405-05518 1305.000 SYS | 0.60000 783.00| | ASPHALT FOR PRIME COAT | | | 0084 801-06577 132.000 LFT | 5.50000 726.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0085 808-75245 5212.000 LFT | 0.30000 1563.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 808-75320 11.000 EACH| 55.00000 605.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0087 808-75325 5.000 EACH| 75.00000 375.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0088 808-75996 50.000 EACH| 15.00000 750.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0089 808-75998 87.000 EACH| 31.00000 2697.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0090 802-02489 261.500 LFT | 13.00000 3399.50| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0091 801-06625 15.000 EACH| 55.00000 825.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0092 611-95728 851.400 SYS | 65.00000 55341.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0093 801-04308 3.000 EACH| 160.00000 480.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0094 801-03290 2.000 EACH| 105.00000 210.00| | CONSTRUCTION SIGN, C | | | 0095 802-76025 161.100 SFT | 17.00000 2738.70| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0096 802-76045 16.500 SFT | 19.00000 313.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0097 202-01347 3.000 EACH| 3300.00000 9900.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , UNDER 3000 GAL. CAPACITY | | | 0098 202-01404 1000.000 GAL | 3.25000 3250.00| | LIQUIDS AND SLUDGE, REMOVE AND DISPOSE | | | 0099 202-06580 325.000 CYS | 11.00000 3575.00| | CONTAMINATED SOIL, REMOVE | | | 0100 202-06578 325.000 CYS | 22.00000 7150.00| | CONTAMINATED SOIL, TRANSPORT | | | 0101 202-06579 325.000 CYS | 33.00000 10725.00| | CONTAMINATED SOIL, DISPOSE | | | 0102 202-01406 3.000 EACH| 225.00000 675.00| | SAMPLING AND TESTING ANALYSIS , | | | FINGERPRINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 111 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,215,437.19 ROUTE : NHS US 50 CALL ORDER : 111 CONTRACT ID : R -23497-A COUNTIES : RIPLEY LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 202-01406 3.000 EACH| 160.00000 480.00| | SAMPLING AND TESTING ANALYSIS , BTEX | | | 0104 202-01406 18.000 EACH| 160.00000 2880.00| | SAMPLING AND TESTING ANALYSIS , TPH | | | SECTION TOTALS | $ 1,342,086.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,342,086.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,983,222.68 ROUTE : SR 45 CALL ORDER : 131 CONTRACT ID : R -24168-A COUNTIES : SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0753027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & COMPANY, INC. $ 1,837,875.98 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,067,955.66 112.5187% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & COMPANY, INC|E & B PAVING, 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 14.000 MOS | 750.00000 10500.00| 1800.00000 25200.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 6500.00000 6500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 91000.00000 91000.00| 103000.00000 103000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 1060.000 m | 4.25000 4505.00| 8.00000 8480.00| GUARDRAIL, REMOVE | | | 0006 202-02245 12.000 EACH| 100.00000 1200.00| 250.00000 3000.00| TREE, 150 mm, REMOVE | | | 0007 202-02271 120.000 EACH| 100.00000 12000.00| 245.00000 29400.00| HEADWALL, REMOVE | | | 0008 202-02272 1070.000 m | 12.00000 12840.00| 7.00000 7490.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-02277 637.000 m | 10.00000 6370.00| 5.60000 3567.20| GUTTER, LIP, REMOVE | | | 0010 202-02772 6.000 EACH| 100.00000 600.00| 280.00000 1680.00| CASTING, REMOVE | | | 0011 202-60820 44000.000 m2 | 0.25000 11000.00| 0.60000 26400.00| SURFACE MILLING, ASPHALT | | | 0012 203-02000 1200.000 m3 | 8.00000 9600.00| 21.00000 25200.00| EXCAVATION, COMMON | | | 0013 203-02080 1.000 km | 5000.00000 5000.00| 11500.00000 11500.00| LINEAR GRADING | | | 0014 203-91878 970.000 m | 11.00000 10670.00| 10.20000 9894.00| LINEAR DITCH GRADING | | | 0015 205-02224 300.000 m | 6.75000 2025.00| 6.00000 1800.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,983,222.68 ROUTE : SR 45 CALL ORDER : 131 CONTRACT ID : R -24168-A COUNTIES : SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & COMPANY, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 205-02229 400.000 m | 13.00000 5200.00| 12.00000 4800.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 211-02060 850.000 m3 | 17.00000 14450.00| 24.00000 20400.00| B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 9200.000 Mg | 15.50000 142600.00| 20.40000 187680.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 303-60905 230.000 Mg | 20.00000 4600.00| 18.50000 4255.00| COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0020 305-05204 50.000 Mg | 135.00000 6750.00| 200.00000 10000.00| HMA FOR PATCHING | | | 0021 401-05437 5300.000 Mg | 34.00000 180200.00| 35.00000 185500.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 7350.000 Mg | 34.00000 249900.00| 38.00000 279300.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05457 4775.000 Mg | 47.00000 224425.00| 50.00000 238750.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0024 401-05459 5180.000 Mg | 31.50000 163170.00| 32.00000 165760.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05495 375.000 Mg | 41.00000 15375.00| 45.00000 16875.00| HMA WEDGE AND LEVEL | | | 0026 404-05511 18270.000 m2 | 0.75000 13702.50| 1.00000 18270.00| SEAL COAT, 2 | | | 0027 405-05517 40.400 Mg | 230.00000 9292.00| 200.00000 8080.00| ASPHALT FOR PRIME COAT | | | 0028 406-05520 29.000 Mg | 260.00000 7540.00| 185.00000 5365.00| ASPHALT FOR TACK COAT | | | 0029 501-02400 LUMP| 3700.00000 3700.00| 3500.00000 3500.00| PROFILOGRAPH | | | 0030 601-01625 2.000 EACH| 1900.00000 3800.00| 1195.00000 2390.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-01700 7.000 EACH| 1650.00000 11550.00| 1535.00000 10745.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-01701 2.000 EACH| 1650.00000 3300.00| 1535.00000 3070.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0033 601-01846 4.000 EACH| 1650.00000 6600.00| 1535.00000 6140.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,983,222.68 ROUTE : SR 45 CALL ORDER : 131 CONTRACT ID : R -24168-A COUNTIES : SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & COMPANY, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-02636 15.240 m | 67.00000 1021.08| 39.00000 594.36| GUARDRAIL, W BEAM, NESTED | | | 0035 601-06037 3.000 EACH| 615.00000 1845.00| 595.00000 1785.00| GUARDRAIL END TREATMENT, I | | | 0036 601-94689 28.000 EACH| 3300.00000 92400.00| 3035.00000 84980.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 2638.000 m | 34.00000 89692.00| 33.50000 88373.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 605-06120 185.000 m | 50.00000 9250.00| 82.00000 15170.00| CURB, CONCRETE | | | 0039 607-06370 1070.000 m | 131.00000 140170.00| 150.70000 161249.00| PAVED SIDE DITCH, H | | | 0040 610-05527 1080.000 Mg | 80.00000 86400.00| 70.00000 75600.00| HMA FOR APPROACHES | | | 0041 611-06497 52.000 EACH| 103.00000 5356.00| 150.00000 7800.00| MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 5.000 EACH| 124.00000 620.00| 170.00000 850.00| MAILBOX ASSEMBLY, DOUBLE | | | 0043 616-02320 670.000 m2 | 2.05000 1373.50| 2.00000 1340.00| GEOTEXTILES | | | 0044 616-06406 635.000 m2 | 23.00000 14605.00| 35.00000 22225.00| RIPRAP, REVETMENT | | | 0045 621-01004 1.000 EACH| 670.00000 670.00| 650.00000 650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-01882 100.000 kg | 10.00000 1000.00| 9.85000 985.00| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0047 621-06545 0.750 Mg | 680.00000 510.00| 660.00000 495.00| FERTILIZER | | | 0048 621-06553 300.000 kg | 9.00000 2700.00| 8.85000 2655.00| SEED MIXTURE, R | | | 0049 621-06565 7.000 Mg | 580.00000 4060.00| 565.00000 3955.00| MULCHING MATERIAL | | | 0050 621-06574 2324.000 m2 | 4.00000 9296.00| 3.65000 8482.60| SODDING | | | 0051 708-03613 5.000 m3 | 430.00000 2150.00| 420.00000 2100.00| GROUT, CELLULAR | | | 0052 715-05019 30.000 m | 270.00000 8100.00| 280.00000 8400.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0053 715-05119 3.100 m | 230.00000 713.00| 320.00000 992.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,983,222.68 ROUTE : SR 45 CALL ORDER : 131 CONTRACT ID : R -24168-A COUNTIES : SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & COMPANY, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05121 19.350 m | 235.00000 4547.25| 200.00000 3870.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0055 715-05123 36.400 m | 245.00000 8918.00| 180.00000 6552.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0056 715-05125 9.300 m | 250.00000 2325.00| 265.00000 2464.50| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0057 715-05168 16.200 m | 110.00000 1782.00| 120.00000 1944.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0058 715-05169 105.800 m | 115.00000 12167.00| 100.00000 10580.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0059 715-46000 93.000 EACH| 180.00000 16740.00| 250.00000 23250.00| PIPE END SECTION, 300 mm | | | 0060 720-45005 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| INLET, A2 | | | 0061 730-03475 16.000 EACH| 375.00000 6000.00| 365.00000 5840.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0062 730-03476 5.000 EACH| 575.00000 2875.00| 710.00000 3550.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0063 730-03584 6.000 EACH| 420.00000 2520.00| 520.00000 3120.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0064 801-04308 2.000 EACH| 155.00000 310.00| 150.00000 300.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 1365.000 m | 3.50000 4777.50| 1.11000 1515.15| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 635.000 m | 4.35000 2762.25| 3.77000 2393.95| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06605 8.000 EACH| 52.00000 416.00| 50.00000 400.00| BARRICADE, IIIA | | | 0068 801-06625 18.000 EACH| 52.00000 936.00| 50.00000 900.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 43.000 EACH| 100.00000 4300.00| 98.00000 4214.00| CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP| 22000.00000 22000.00| 45000.00000 45000.00| MAINTAINING TRAFFIC | | | 0071 808-06712 4860.000 m | 0.14000 680.40| 0.14000 680.40| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0072 808-06713 12100.000 m | 0.14000 1694.00| 0.14000 1694.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0073 808-06714 3800.000 m | 0.14000 532.00| 0.14000 532.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,983,222.68 ROUTE : SR 45 CALL ORDER : 131 CONTRACT ID : R -24168-A COUNTIES : SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & COMPANY, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-75996 365.000 EACH| 4.50000 1642.50| 4.50000 1642.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 365.000 EACH| 27.80000 10147.00| 27.00000 9855.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 808-95933 40.000 m | 1.20000 48.00| 1.15000 46.00| CURB PAINTING, YELLOW | | | 0077 730-03487 1.000 EACH| 860.00000 860.00| 990.00000 990.00| SAFETY METAL END SECTION, 4:1, 750 mm | | | 0078 730-02397 2.000 EACH| 1450.00000 2900.00| 1175.00000 2350.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | SECTION TOTALS | $ 1,837,875.98| $ 2,067,955.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,837,875.98| $ 2,067,955.66| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5074005 4519004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 2,450,162.64 100.0000% 2 35-0626844 RUDOLPH, J.H. & COMPANY, INC. $ 2,690,468.27 109.8077% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,830,330.00 115.5160% 4 35-1139301 E & B PAVING, INC. $ 3,232,954.83 131.9485% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD AND BRIDGE REHABILITATION | | | 0001 105-01925 15.000 MOS | 900.00000 13500.00| 1475.00000 22125.00| 1500.00000 22500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3795.00000 3795.00| 15000.00000 15000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 110172.41000 110172.41| 134000.00000 134000.00| 141000.00000 141000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 200.000 m2 | 14.00000 2800.00| 40.00000 8000.00| 12.70000 2540.00 PAVEMENT, REMOVE | | | 0005 202-02241 172.000 m | 6.40000 1100.80| 6.40000 1100.80| 6.40000 1100.80 GUARDRAIL, REMOVE | | | 0006 202-02272 1150.000 m | 14.00000 16100.00| 8.15000 9372.50| 6.65000 7647.50 PAVED SIDE DITCH, REMOVE | | | 0007 202-02274 30.000 m | 23.00000 690.00| 31.50000 945.00| 5.65000 169.50 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-02278 181.000 m | 11.00000 1991.00| 16.00000 2896.00| 9.00000 1629.00 CURB, CONCRETE, REMOVE | | | 0009 202-02279 75.000 m | 18.00000 1350.00| 20.00000 1500.00| 13.00000 975.00 CURB AND GUTTER, REMOVE | | | 0010 202-02626 3.000 EACH| 645.00000 1935.00| 413.00000 1239.00| 460.00000 1380.00 PIPE ANCHOR, REMOVE | | | 0011 202-02676 13040.000 Mg | 2.50000 32600.00| 1.90000 24776.00| 2.75000 35860.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0012 202-51328 LUMP| 38881.00000 38881.00| 16000.00000 16000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-60820 139152.000 m2 | 0.40000 55660.80| 0.60000 83491.20| 0.39000 54269.28 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-90090 0.800 m2 | 500.00000 400.00| 4000.00000 3200.00| 75.00000 60.00 CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0015 202-91385 3.000 EACH| 1186.00000 3558.00| 866.00000 2598.00| 235.00000 705.00 INLET, REMOVE | | | 0016 202-93741 1.000 EACH| 60.00000 60.00| 60.00000 60.00| 60.00000 60.00 GUARD RAIL END TREATMENT, REMOVE | | | 0017 203-02000 1400.000 m3 | 9.00000 12600.00| 15.45000 21630.00| 15.00000 21000.00 EXCAVATION, COMMON | | | 0018 203-02070 450.000 m3 | 22.00000 9900.00| 4.35000 1957.50| 15.00000 6750.00 BORROW | | | 0019 203-91878 1225.000 m | 10.50000 12862.50| 14.50000 17762.50| 9.00000 11025.00 LINEAR DITCH GRADING | | | 0020 205-02224 370.000 m | 6.55000 2423.50| 6.55000 2423.50| 6.55000 2423.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02229 150.000 m | 12.65000 1897.50| 12.65000 1897.50| 12.65000 1897.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0022 205-02234 2.000 EACH| 85.00000 170.00| 85.00000 170.00| 85.00000 170.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0023 205-02236 4.000 EACH| 70.00000 280.00| 70.00000 280.00| 70.00000 280.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0024 211-02060 200.000 m3 | 92.00000 18400.00| 12.65000 2530.00| 33.90000 6780.00 B BORROW FOR STRUCTURE BACKFILL | | | 0025 303-52308 74.000 Mg | 25.00000 1850.00| 42.00000 3108.00| 25.00000 1850.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0026 303-60905 100.000 Mg | 11.00000 1100.00| 23.00000 2300.00| 15.00000 1500.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0027 305-05204 3500.000 Mg | 48.50000 169750.00| 54.00000 189000.00| 80.00000 280000.00 HMA FOR PATCHING | | | 0028 401-05437 3900.000 Mg | 26.75000 104325.00| 34.25000 133575.00| 30.00000 117000.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05455 15500.000 Mg | 26.50000 410750.00| 25.50000 395250.00| 30.00000 465000.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0030 401-05456 10600.000 Mg | 31.00000 328600.00| 39.00000 413400.00| 41.00000 434600.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 401-05463 10200.000 Mg | 25.50000 260100.00| 26.50000 270300.00| 29.00000 295800.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0032 401-06264 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 402-05495 1800.000 Mg | 29.00000 52200.00| 31.50000 56700.00| 32.00000 57600.00 HMA WEDGE AND LEVEL | | | 0034 404-05511 62000.000 m2 | 0.55000 34100.00| 0.50000 31000.00| 0.75000 46500.00 SEAL COAT, 2 | | | 0035 405-05517 35.000 Mg | 220.00000 7700.00| 355.00000 12425.00| 325.00000 11375.00 ASPHALT FOR PRIME COAT | | | 0036 406-05520 90.500 Mg | 150.00000 13575.00| 175.00000 15837.50| 165.00000 14932.50 ASPHALT FOR TACK COAT | | | 0037 501-05090 208.000 m2 | 75.00000 15600.00| 80.00000 16640.00| 58.00000 12064.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0038 601-01522 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0039 601-01846 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0040 601-04746 1.000 EACH| 6500.00000 6500.00| 5000.00000 5000.00| 6000.00000 6000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0041 601-06037 4.000 EACH| 560.00000 2240.00| 560.00000 2240.00| 560.00000 2240.00 GUARDRAIL END TREATMENT, I | | | 0042 601-94689 3.000 EACH| 3250.00000 9750.00| 3250.00000 9750.00| 3250.00000 9750.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 297.160 m | 31.00000 9211.96| 31.00000 9211.96| 31.00000 9211.96 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 601-99106 15.200 m | 56.00000 851.20| 56.00000 851.20| 56.00000 851.20 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0045 602-06639 197.000 m | 125.00000 24625.00| 85.00000 16745.00| 110.00000 21670.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 133.000 m | 101.00000 13433.00| 80.00000 10640.00| 110.00000 14630.00 TEMPORARY CONCRETE BARRIER | | | 0047 602-06729 6.000 EACH| 10.50000 63.00| 7.00000 42.00| 9.00000 54.00 BARRIER DELINEATOR | | | 0048 605-06120 181.000 m | 123.00000 22263.00| 41.00000 7421.00| 40.00000 7240.00 CURB, CONCRETE | | | 0049 605-52807 75.000 m | 150.00000 11250.00| 90.00000 6750.00| 40.00000 3000.00 CURB AND GUTTER, COMBINED | | | 0050 607-06335 7.000 m | 293.00000 2051.00| 166.00000 1162.00| 120.00000 840.00 PAVED SIDE DITCH, A | | | 0051 607-06355 5.000 m | 416.00000 2080.00| 235.00000 1175.00| 235.00000 1175.00 PAVED SIDE DITCH, E | | | 0052 607-06360 23.500 m | 299.00000 7026.50| 127.00000 2984.50| 245.00000 5757.50 PAVED SIDE DITCH, F | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 607-06380 67.600 m | 149.00000 10072.40| 135.00000 9126.00| 255.00000 17238.00 PAVED SIDE DITCH, K | | | 0054 610-05527 2604.000 Mg | 44.00000 114576.00| 61.00000 158844.00| 40.00000 104160.00 HMA FOR APPROACHES | | | 0055 616-02320 6646.000 m2 | 2.50000 16615.00| 2.75000 18276.50| 1.60000 10633.60 GEOTEXTILES | | | 0056 616-06396 2230.000 Mg | 20.00000 44600.00| 18.50000 41255.00| 20.00000 44600.00 RIPRAP | | | 0057 616-06405 3162.000 Mg | 19.50000 61659.00| 17.80000 56283.60| 20.00000 63240.00 RIPRAP, REVETMENT | | | 0058 616-95754 30.000 m | 20.00000 600.00| 39.90000 1197.00| 15.00000 450.00 PAVED SIDE DITCH, BREAK | | | 0059 621-01004 4.000 EACH| 650.00000 2600.00| 500.00000 2000.00| 650.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0060 621-01882 210.000 kg | 9.80000 2058.00| 8.00000 1680.00| 9.80000 2058.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0061 621-06545 0.500 Mg | 640.00000 320.00| 496.50000 248.25| 640.00000 320.00 FERTILIZER | | | 0062 621-06559 2660.000 m2 | 0.56000 1489.60| 0.50000 1330.00| 0.56000 1489.60 MULCHED SEEDING, R | | | 0063 621-06565 10.200 Mg | 555.00000 5661.00| 386.00000 3937.20| 555.00000 5661.00 MULCHING MATERIAL | | | 0064 621-06567 36.200 kL | 1.00000 36.20| 0.30000 10.86| 1.00000 36.20 WATER | | | 0065 621-06575 2000.000 m2 | 3.65000 7300.00| 3.90000 7800.00| 3.65000 7300.00 SODDING, NURSERY | | | 0066 702-51863 404.000 EACH| 15.00000 6060.00| 14.00000 5656.00| 5.00000 2020.00 FIELD DRILLED HOLE IN CONCRETE | | | 0067 703-01540 26.000 EACH| 15.00000 390.00| 22.00000 572.00| 13.00000 338.00 THREADED TIE BAR ASSEMBLY | | | 0068 703-51030 3341.000 kg | 2.00000 6682.00| 1.50000 5011.50| 1.35000 4510.35 REINFORCING STEEL | | | 0069 703-51032 2192.000 kg | 2.30000 5041.60| 1.75000 3836.00| 1.55000 3397.60 REINFORCING STEEL, EPOXY COATED | | | 0070 706-05732 4.000 EACH| 1000.00000 4000.00| 1500.00000 6000.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0071 706-51025 55.800 m | 150.00000 8370.00| 125.00000 6975.00| 105.00000 5859.00 CONCRETE, C, RAILING | | | 0072 709-51821 LUMP| 3630.00000 3630.00| 3300.00000 3300.00| 1775.00000 1775.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-02600 141.000 m | 18.00000 2538.00| 15.00000 2115.00| 38.00000 5358.00 CLEAN EXISTING PIPE, 900 mm | | | 0074 715-02601 54.500 m | 23.00000 1253.50| 15.00000 817.50| 43.00000 2343.50 CLEAN EXISTING PIPE, 1050 mm | | | 0075 715-02840 103.000 m | 176.00000 18128.00| 268.00000 27604.00| 268.00000 27604.00 PIPE, POLYETHYLENE LINER, 750 mm | | | 0076 715-04612 25.000 m | 164.00000 4100.00| 134.50000 3362.50| 237.00000 5925.00 PIPE EXTENSION, MIN. AREA 0.83 m2 | | | 0077 715-04687 23.000 m | 135.00000 3105.00| 132.00000 3036.00| 132.00000 3036.00 PIPE, POLYETHYLENE LINER, 350 mm | | | 0078 715-05048 9.000 m | 125.00000 1125.00| 117.00000 1053.00| 32.00000 288.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0079 715-05169 10.000 m | 114.00000 1140.00| 155.00000 1550.00| 108.00000 1080.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0080 715-05595 60.000 m | 99.00000 5940.00| 52.00000 3120.00| 114.00000 6840.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0081 715-05597 5.000 m | 358.00000 1790.00| 280.00000 1400.00| 187.00000 935.00 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0082 715-05757 23.000 m | 316.00000 7268.00| 132.00000 3036.00| 228.00000 5244.00 PIPE EXTENSION, CIRCULAR, 900 mm | | | 0083 715-06004 2.000 EACH| 1621.00000 3242.00| 760.00000 1520.00| 1244.00000 2488.00 CONCRETE ANCHOR, 1200 mm | | | 0084 715-06337 13.000 m | 197.00000 2561.00| 195.00000 2535.00| 291.00000 3783.00 PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0085 715-06501 3.000 EACH| 1587.00000 4761.00| 580.00000 1740.00| 1410.00000 4230.00 CONCRETE ANCHOR, MIN. AREA 0.83 m2 | | | 0086 715-44240 53.300 m3 | 567.00000 30221.10| 500.00000 26650.00| 442.00000 23558.60 CONCRETE, A, STRUCTURES | | | 0087 715-46010 2.000 EACH| 351.00000 702.00| 325.00000 650.00| 254.00000 508.00 PIPE END SECTION, 450 mm | | | 0088 715-46020 2.000 EACH| 420.00000 840.00| 490.00000 980.00| 362.00000 724.00 PIPE END SECTION, 600 mm | | | 0089 715-46040 13.000 EACH| 705.00000 9165.00| 475.00000 6175.00| 628.00000 8164.00 PIPE END SECTION, 900 mm | | | 0091 720-45005 1.000 EACH| 2000.00000 2000.00| 1800.00000 1800.00| 1945.00000 1945.00 INLET, A2 | | | 0092 720-45069 1.000 EACH| 2000.00000 2000.00| 2100.00000 2100.00| 2852.00000 2852.00 INLET, P12 | | | 0093 722-51842 374.000 m2 | 100.00000 37400.00| 85.00000 31790.00| 60.00000 22440.00 BRIDGE DECK OVERLAY | | | 0094 722-51846 3.700 m3 | 395.00000 1461.50| 395.00000 1461.50| 395.00000 1461.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 722-51852 38.000 m2 | 100.00000 3800.00| 75.00000 2850.00| 75.00000 2850.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0096 722-60824 374.000 m2 | 15.00000 5610.00| 15.00000 5610.00| 16.00000 5984.00 SURFACE MILLING | | | 0097 729-51875 12.000 m2 | 400.00000 4800.00| 200.00000 2400.00| 500.00000 6000.00 CONCRETE, A, PATCHING | | | 0098 730-02628 4.000 EACH| 610.00000 2440.00| 442.25000 1769.00| 485.00000 1940.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0099 732-04188 2.000 EACH| 200.00000 400.00| 262.00000 524.00| 350.00000 700.00 PLUG, DUCTILE IRON, 300 mm | | | 0100 801-06049 3100.000 m | 0.55000 1705.00| 3.00000 9300.00| 1.15000 3565.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0101 801-06203 4066.000 m | 2.63000 10693.58| 3.00000 12198.00| 1.15000 4675.90 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0102 801-06606 1.000 EACH| 175.00000 175.00| 250.00000 250.00| 175.00000 175.00 BARRICADE, IIIB | | | 0103 801-06640 95.000 EACH| 120.00000 11400.00| 140.00000 13300.00| 120.00000 11400.00 CONSTRUCTION SIGN, A | | | 0104 801-06645 4.000 EACH| 40.00000 160.00| 30.00000 120.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0105 801-06775 LUMP| 40000.00000 40000.00| 120000.00000 120000.00| 142870.73000 142870.73 MAINTAINING TRAFFIC | | | 0106 805-78470 240.000 m | 1.00000 240.00| 1.00000 240.00| 1.00000 240.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0107 805-78795 75.000 m | 33.00000 2475.00| 26.50000 1987.50| 26.50000 1987.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0108 806-01851 LUMP| 15000.00000 15000.00| 11000.00000 11000.00| 12500.00000 12500.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0109 808-06703 2120.000 m | 0.88000 1865.60| 1.12000 2374.40| 0.88000 1865.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0110 808-06705 450.000 m | 2.95000 1327.50| 2.23000 1003.50| 2.95000 1327.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0111 808-06712 2681.000 m | 0.15000 402.15| 0.18000 482.58| 0.15000 402.15 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0112 808-06713 32046.000 m | 0.15000 4806.90| 0.18000 5768.28| 0.15000 4806.90 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0113 808-06714 12700.200 m | 0.15000 1905.03| 0.18000 2286.04| 0.15000 1905.03 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-2040801 |ROGERS GROUP, INC. |RUDOLPH, J.H. & COMPANY, INC|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 808-06716 453.000 m | 1.77000 801.81| 1.80000 815.40| 1.50000 679.50 LINE, REMOVE | | | 0115 808-75245 1700.000 m | 0.88000 1496.00| 1.12000 1904.00| 0.88000 1496.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0116 808-75260 150.000 m | 8.20000 1230.00| 3.55000 532.50| 8.20000 1230.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0117 808-75278 100.000 m | 8.20000 820.00| 3.55000 355.00| 8.20000 820.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0118 808-75297 120.000 m | 9.85000 1182.00| 12.80000 1536.00| 9.85000 1182.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0119 808-75320 21.000 EACH| 55.00000 1155.00| 50.00000 1050.00| 55.00000 1155.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0120 808-75325 12.000 EACH| 65.00000 780.00| 60.00000 720.00| 65.00000 780.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0121 808-75996 880.000 EACH| 2.85000 2508.00| 6.00000 5280.00| 6.00000 5280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0122 808-75998 880.000 EACH| 27.00000 23760.00| 27.50000 24200.00| 26.50000 23320.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0123 808-92027 500.000 m | 3.00000 1500.00| 2.23000 1115.00| 2.95000 1475.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0124 202-97652 4.000 EACH| 100.00000 400.00| 750.00000 3000.00| 250.00000 1000.00 TURNOUT, CONCRETE, REMOVE | | | SECTION TOTALS | $ 2,450,162.64| $ 2,690,468.27| $ 2,830,330.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,450,162.64| $ 2,690,468.27| $ 2,830,330.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 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 ROAD AND BRIDGE REHABILITATION | | | 0001 105-01925 15.000 MOS | 1800.00000 27000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 31600.00000 31600.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 161500.00000 161500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 200.000 m2 | 14.00000 2800.00| | PAVEMENT, REMOVE | | | 0005 202-02241 172.000 m | 12.00000 2064.00| | GUARDRAIL, REMOVE | | | 0006 202-02272 1150.000 m | 14.00000 16100.00| | PAVED SIDE DITCH, REMOVE | | | 0007 202-02274 30.000 m | 23.00000 690.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-02278 181.000 m | 11.00000 1991.00| | CURB, CONCRETE, REMOVE | | | 0009 202-02279 75.000 m | 18.00000 1350.00| | CURB AND GUTTER, REMOVE | | | 0010 202-02626 3.000 EACH| 500.00000 1500.00| | PIPE ANCHOR, REMOVE | | | 0011 202-02676 13040.000 Mg | 4.08000 53203.20| | TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0012 202-51328 LUMP| 38881.00000 38881.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-60820 139152.000 m2 | 0.73000 101580.96| | SURFACE MILLING, ASPHALT | | | 0014 202-90090 0.800 m2 | 500.00000 400.00| | CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0015 202-91385 3.000 EACH| 1186.00000 3558.00| | INLET, REMOVE | | | 0016 202-93741 1.000 EACH| 300.00000 300.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0017 203-02000 1400.000 m3 | 9.00000 12600.00| | EXCAVATION, COMMON | | | 0018 203-02070 450.000 m3 | 22.00000 9900.00| | BORROW | | | 0019 203-91878 1225.000 m | 10.50000 12862.50| | LINEAR DITCH GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02224 370.000 m | 6.55000 2423.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02229 150.000 m | 12.65000 1897.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0022 205-02234 2.000 EACH| 85.00000 170.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0023 205-02236 4.000 EACH| 70.00000 280.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0024 211-02060 200.000 m3 | 80.00000 16000.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0025 303-52308 74.000 Mg | 25.00000 1850.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0026 303-60905 100.000 Mg | 50.00000 5000.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0027 305-05204 3500.000 Mg | 96.00000 336000.00| | HMA FOR PATCHING | | | 0028 401-05437 3900.000 Mg | 36.00000 140400.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05455 15500.000 Mg | 34.00000 527000.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0030 401-05456 10600.000 Mg | 42.00000 445200.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 401-05463 10200.000 Mg | 34.00000 346800.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0032 401-06264 LUMP| 6500.00000 6500.00| | PROFILOGRAPH, HMA | | | 0033 402-05495 1800.000 Mg | 45.00000 81000.00| | HMA WEDGE AND LEVEL | | | 0034 404-05511 62000.000 m2 | 0.60000 37200.00| | SEAL COAT, 2 | | | 0035 405-05517 35.000 Mg | 250.00000 8750.00| | ASPHALT FOR PRIME COAT | | | 0036 406-05520 90.500 Mg | 200.00000 18100.00| | ASPHALT FOR TACK COAT | | | 0037 501-05090 208.000 m2 | 75.00000 15600.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-01522 4.000 EACH| 1095.00000 4380.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0039 601-01846 1.000 EACH| 1495.00000 1495.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0040 601-04746 1.000 EACH| 6500.00000 6500.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0041 601-06037 4.000 EACH| 625.00000 2500.00| | GUARDRAIL END TREATMENT, I | | | 0042 601-94689 3.000 EACH| 3045.00000 9135.00| | GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 297.160 m | 34.00000 10103.44| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 601-99106 15.200 m | 71.00000 1079.20| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0045 602-06639 197.000 m | 125.00000 24625.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 133.000 m | 101.00000 13433.00| | TEMPORARY CONCRETE BARRIER | | | 0047 602-06729 6.000 EACH| 7.00000 42.00| | BARRIER DELINEATOR | | | 0048 605-06120 181.000 m | 100.00000 18100.00| | CURB, CONCRETE | | | 0049 605-52807 75.000 m | 150.00000 11250.00| | CURB AND GUTTER, COMBINED | | | 0050 607-06335 7.000 m | 293.00000 2051.00| | PAVED SIDE DITCH, A | | | 0051 607-06355 5.000 m | 416.00000 2080.00| | PAVED SIDE DITCH, E | | | 0052 607-06360 23.500 m | 299.00000 7026.50| | PAVED SIDE DITCH, F | | | 0053 607-06380 67.600 m | 149.00000 10072.40| | PAVED SIDE DITCH, K | | | 0054 610-05527 2604.000 Mg | 70.00000 182280.00| | HMA FOR APPROACHES | | | 0055 616-02320 6646.000 m2 | 2.55000 16947.30| | GEOTEXTILES | | | 0056 616-06396 2230.000 Mg | 20.00000 44600.00| | RIPRAP | | | 0057 616-06405 3162.000 Mg | 19.61000 62006.82| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 616-95754 30.000 m | 20.00000 600.00| | PAVED SIDE DITCH, BREAK | | | 0059 621-01004 4.000 EACH| 650.00000 2600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0060 621-01882 210.000 kg | 9.80000 2058.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0061 621-06545 0.500 Mg | 640.00000 320.00| | FERTILIZER | | | 0062 621-06559 2660.000 m2 | 0.56000 1489.60| | MULCHED SEEDING, R | | | 0063 621-06565 10.200 Mg | 555.00000 5661.00| | MULCHING MATERIAL | | | 0064 621-06567 36.200 kL | 1.00000 36.20| | WATER | | | 0065 621-06575 2000.000 m2 | 3.65000 7300.00| | SODDING, NURSERY | | | 0066 702-51863 404.000 EACH| 15.00000 6060.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0067 703-01540 26.000 EACH| 15.00000 390.00| | THREADED TIE BAR ASSEMBLY | | | 0068 703-51030 3341.000 kg | 2.00000 6682.00| | REINFORCING STEEL | | | 0069 703-51032 2192.000 kg | 2.30000 5041.60| | REINFORCING STEEL, EPOXY COATED | | | 0070 706-05732 4.000 EACH| 1000.00000 4000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0071 706-51025 55.800 m | 150.00000 8370.00| | CONCRETE, C, RAILING | | | 0072 709-51821 LUMP| 3630.00000 3630.00| | SURFACE SEAL | | | 0073 715-02600 141.000 m | 18.00000 2538.00| | CLEAN EXISTING PIPE, 900 mm | | | 0074 715-02601 54.500 m | 23.00000 1253.50| | CLEAN EXISTING PIPE, 1050 mm | | | 0075 715-02840 103.000 m | 176.00000 18128.00| | PIPE, POLYETHYLENE LINER, 750 mm | | | 0076 715-04612 25.000 m | 164.00000 4100.00| | PIPE EXTENSION, MIN. AREA 0.83 m2 | | | 0077 715-04687 23.000 m | 135.00000 3105.00| | PIPE, POLYETHYLENE LINER, 350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-05048 9.000 m | 125.00000 1125.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0079 715-05169 10.000 m | 114.00000 1140.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0080 715-05595 60.000 m | 99.00000 5940.00| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0081 715-05597 5.000 m | 358.00000 1790.00| | PIPE EXTENSION, CIRCULAR, 600 mm | | | 0082 715-05757 23.000 m | 316.00000 7268.00| | PIPE EXTENSION, CIRCULAR, 900 mm | | | 0083 715-06004 2.000 EACH| 1621.00000 3242.00| | CONCRETE ANCHOR, 1200 mm | | | 0084 715-06337 13.000 m | 197.00000 2561.00| | PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0085 715-06501 3.000 EACH| 1587.00000 4761.00| | CONCRETE ANCHOR, MIN. AREA 0.83 m2 | | | 0086 715-44240 53.300 m3 | 470.00000 25051.00| | CONCRETE, A, STRUCTURES | | | 0087 715-46010 2.000 EACH| 351.00000 702.00| | PIPE END SECTION, 450 mm | | | 0088 715-46020 2.000 EACH| 420.00000 840.00| | PIPE END SECTION, 600 mm | | | 0089 715-46040 13.000 EACH| 705.00000 9165.00| | PIPE END SECTION, 900 mm | | | 0091 720-45005 1.000 EACH| 2003.00000 2003.00| | INLET, A2 | | | 0092 720-45069 1.000 EACH| 2003.00000 2003.00| | INLET, P12 | | | 0093 722-51842 374.000 m2 | 100.00000 37400.00| | BRIDGE DECK OVERLAY | | | 0094 722-51846 3.700 m3 | 395.00000 1461.50| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0095 722-51852 38.000 m2 | 100.00000 3800.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0096 722-60824 374.000 m2 | 15.00000 5610.00| | SURFACE MILLING | | | 0097 729-51875 12.000 m2 | 400.00000 4800.00| | CONCRETE, A, PATCHING | | | 0098 730-02628 4.000 EACH| 610.00000 2440.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0099 732-04188 2.000 EACH| 200.00000 400.00| | PLUG, DUCTILE IRON, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 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 801-06049 3100.000 m | 0.92000 2852.00| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0101 801-06203 4066.000 m | 2.00000 8132.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0102 801-06606 1.000 EACH| 175.00000 175.00| | BARRICADE, IIIB | | | 0103 801-06640 95.000 EACH| 95.00000 9025.00| | CONSTRUCTION SIGN, A | | | 0104 801-06645 4.000 EACH| 25.00000 100.00| | CONSTRUCTION SIGN, B | | | 0105 801-06775 LUMP| 48500.00000 48500.00| | MAINTAINING TRAFFIC | | | 0106 805-78470 240.000 m | 1.00000 240.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0107 805-78795 75.000 m | 26.50000 1987.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0108 806-01851 LUMP| 12500.00000 12500.00| | TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0109 808-06703 2120.000 m | 0.90000 1908.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0110 808-06705 450.000 m | 3.18000 1431.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0111 808-06712 2681.000 m | 0.14000 375.34| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0112 808-06713 32046.000 m | 0.14000 4486.44| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0113 808-06714 12700.200 m | 0.14000 1778.03| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0114 808-06716 453.000 m | 1.80000 815.40| | LINE, REMOVE | | | 0115 808-75245 1700.000 m | 0.90000 1530.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0116 808-75260 150.000 m | 5.22000 783.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0117 808-75278 100.000 m | 5.22000 522.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 141 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,894,439.22 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -24169-A COUNTIES : DUBOIS SPENCER LETTING DATE : 10/13/99 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 808-75297 120.000 m | 8.82000 1058.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0119 808-75320 21.000 EACH| 54.00000 1134.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0120 808-75325 12.000 EACH| 73.50000 882.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0121 808-75996 880.000 EACH| 3.20000 2816.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0122 808-75998 880.000 EACH| 25.00000 22000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0123 808-92027 500.000 m | 1.80000 900.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0124 202-97652 4.000 EACH| 100.00000 400.00| | TURNOUT, CONCRETE, REMOVE | | | SECTION TOTALS | $ 3,232,954.83| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,232,954.83| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 160 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0642073 0642073 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 6,830,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & COMPANY, INC. $ 6,831,045.31 100.0153% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 6,893,243.54 100.9259% 4 35-0248940 CORYDON STONE & ASPHALT, INC. $ 7,448,919.86 109.0617% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,749,612.52 113.4643% 6 35-1139301 E & B PAVING, INC. $ 8,574,735.69 125.5451% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION AND SIGN MODERNIZATION | | | 0001 105-01925 18.000 MOS | 1300.00000 23400.00| 1160.00000 20880.00| 2000.00000 36000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 50000.00000 50000.00| 14759.38000 14759.38| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 340402.85000 340402.85| 340000.00000 340000.00| 380000.00000 380000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 1044.000 m | 7.00000 7308.00| 6.70000 6994.80| 19.00000 19836.00 DITCH CLEANING | | | 0005 202-02241 426.000 m | 10.00000 4260.00| 10.15000 4323.90| 10.75000 4579.50 GUARDRAIL, REMOVE | | | 0006 202-60820 194799.000 m2 | 0.40000 77919.60| 1.35000 262978.65| 1.54000 299990.46 SURFACE MILLING, ASPHALT | | | 0007 202-74040 38.000 EACH| 375.00000 14250.00| 381.00000 14478.00| 380.00000 14440.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0008 202-74045 124.000 EACH| 30.00000 3720.00| 30.50000 3782.00| 31.00000 3844.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-74050 2.000 EACH| 375.00000 750.00| 380.00000 760.00| 390.00000 780.00 SIGN, OVERHEAD, REMOVE | | | 0010 203-02000 300.000 m3 | 9.50000 2850.00| 16.00000 4800.00| 10.00000 3000.00 EXCAVATION, COMMON | | | 0011 203-02000 19600.000 m3 | 7.00000 137200.00| 8.75000 171500.00| 8.20000 160720.00 EXCAVATION, COMMON | | | 0012 203-02070 500.000 m3 | 12.00000 6000.00| 19.80000 9900.00| 9.40000 4700.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02070 2000.000 m3 | 13.00000 26000.00| 16.70000 33400.00| 9.40000 18800.00 BORROW FOR ERODED AREAS | | | 0014 203-02080 10.100 km | 500.00000 5050.00| 6030.00000 60903.00| 4775.00000 48227.50 LINEAR GRADING | | | 0015 203-93444 39800.000 Mg | 10.00000 398000.00| 8.00000 318400.00| 10.25000 407950.00 BACKFILL, ROCK | | | 0016 205-02224 650.000 m | 6.55000 4257.50| 6.60000 4290.00| 6.75000 4387.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 75.000 m | 12.95000 971.25| 13.00000 975.00| 13.50000 1012.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02231 75.000 m | 25.46000 1909.50| 96.25000 7218.75| 43.00000 3225.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-02234 8.000 EACH| 85.00000 680.00| 86.00000 688.00| 88.00000 704.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02236 18.000 EACH| 70.00000 1260.00| 71.00000 1278.00| 73.00000 1314.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02770 6400.000 m2 | 1.70000 10880.00| 1.60000 10240.00| 1.75000 11200.00 EROSION CONTROL BLANKET | | | 0022 211-02060 9.300 m3 | 40.00000 372.00| 43.50000 404.55| 36.00000 334.80 B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 700.000 m3 | 120.00000 84000.00| 125.00000 87500.00| 158.00000 110600.00 FLOWABLE MORTAR | | | 0024 213-52831 34.000 EACH| 493.00000 16762.00| 825.00000 28050.00| 517.00000 17578.00 DRILLED HOLE FOR FLOWABLE MORTAR IN SOIL| | | 0025 303-52308 3431.000 Mg | 16.00000 54896.00| 12.90000 44259.90| 12.00000 41172.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0026 305-05204 220.000 Mg | 90.00000 19800.00| 110.00000 24200.00| 80.00000 17600.00 HMA FOR PATCHING | | | 0027 401-05455 52648.000 Mg | 29.00000 1526792.00| 25.60000 1347788.80| 25.50000 1342524.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 13562.000 Mg | 43.00000 583166.00| 38.00000 515356.00| 40.75000 552651.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-05464 1452.000 Mg | 42.00000 60984.00| 38.00000 55176.00| 45.00000 65340.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0030 401-05467 10035.000 m | 0.41000 4114.35| 0.56000 5619.60| 0.62000 6221.70 MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 401-06264 LUMP| 8000.00000 8000.00| 5250.00000 5250.00| 5250.00000 5250.00 PROFILOGRAPH, HMA | | | 0032 402-05468 175.000 Mg | 40.00000 7000.00| 42.00000 7350.00| 28.00000 4900.00 HMA BASE 25.0 mm, MAINLINE | | | 0033 402-05470 24274.000 Mg | 20.00000 485480.00| 20.00000 485480.00| 21.50000 521891.00 HMA BASE C25.0 mm, MAINLINE | | | 0034 402-05481 975.000 Mg | 30.00000 29250.00| 36.80000 35880.00| 28.00000 27300.00 HMA BASE 25.0 mm, SHOULDER | | | 0035 402-05483 10367.000 Mg | 29.00000 300643.00| 20.00000 207340.00| 34.00000 352478.00 HMA BASE C25.0 mm, SHOULDER | | | 0036 402-05487 39.000 Mg | 36.00000 1404.00| 52.00000 2028.00| 33.00000 1287.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0037 402-05495 130.000 Mg | 36.00000 4680.00| 55.00000 7150.00| 30.00000 3900.00 HMA WEDGE AND LEVEL | | | 0038 404-05511 146620.000 m2 | 0.60000 87972.00| 0.45000 65979.00| 0.45000 65979.00 SEAL COAT, 2 | | | 0039 406-05520 197.000 Mg | 160.00000 31520.00| 160.00000 31520.00| 154.00000 30338.00 ASPHALT FOR TACK COAT | | | 0040 601-02206 198.120 m | 31.50000 6240.78| 31.75000 6290.31| 35.00000 6934.20 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0041 601-94689 4.000 EACH| 3540.00000 14160.00| 3575.00000 14300.00| 3600.00000 14400.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-94690 1.000 EACH| 3540.00000 3540.00| 3575.00000 3575.00| 3600.00000 3600.00 GUARDRAIL END TREATMENT, MS | | | 0043 601-97080 2.000 EACH| 2500.00000 5000.00| 2525.00000 5050.00| 2600.00000 5200.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0045 602-06639 396.000 m | 100.00000 39600.00| 65.00000 25740.00| 80.00000 31680.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 10236.000 m | 65.00000 665340.00| 60.00000 614160.00| 53.00000 542508.00 TEMPORARY CONCRETE BARRIER | | | 0047 603-06040 367.000 m | 24.75000 9083.25| 25.00000 9175.00| 25.00000 9175.00 FENCE, FARM FIELD, 1190 mm | | | 0048 607-06335 63.000 m | 85.00000 5355.00| 116.00000 7308.00| 121.00000 7623.00 PAVED SIDE DITCH, A | | | 0049 607-06340 8.000 m | 120.00000 960.00| 192.00000 1536.00| 230.00000 1840.00 PAVED SIDE DITCH, B | | | 0050 607-06355 116.000 m | 130.00000 15080.00| 123.00000 14268.00| 170.00000 19720.00 PAVED SIDE DITCH, E | | | 0051 607-06365 15.000 m | 270.00000 4050.00| 266.00000 3990.00| 270.00000 4050.00 PAVED SIDE DITCH, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 610-05527 4933.000 Mg | 33.50000 165255.50| 35.00000 172655.00| 31.50000 155389.50 HMA FOR APPROACHES | | | 0053 616-02305 100.000 m3 | 125.00000 12500.00| 125.00000 12500.00| 187.00000 18700.00 GABIONS | | | 0054 616-02320 8368.000 m2 | 1.50000 12552.00| 1.83000 15313.44| 1.75000 14644.00 GEOTEXTILES | | | 0055 616-06405 200.000 Mg | 20.00000 4000.00| 20.70000 4140.00| 21.00000 4200.00 RIPRAP, REVETMENT | | | 0056 616-06451 554.000 Mg | 20.00000 11080.00| 26.20000 14514.80| 21.00000 11634.00 RIPRAP, UNIFORM | | | 0057 621-01004 6.000 EACH| 650.00000 3900.00| 660.00000 3960.00| 675.00000 4050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-06545 6.000 Mg | 570.00000 3420.00| 580.00000 3480.00| 590.00000 3540.00 FERTILIZER | | | 0060 621-06548 7.000 kg | 45.00000 315.00| 45.50000 318.50| 46.00000 322.00 SEED MIXTURE, CV | | | 0061 621-06553 1289.000 kg | 8.70000 11214.30| 8.75000 11278.75| 9.00000 11601.00 SEED MIXTURE, R | | | 0062 621-06565 31.000 Mg | 530.00000 16430.00| 535.00000 16585.00| 550.00000 17050.00 MULCHING MATERIAL | | | 0063 621-06567 3.000 kL | 1.00000 3.00| 1.00000 3.00| 3.00000 9.00 WATER | | | 0064 621-06574 299.000 m2 | 4.35000 1300.65| 4.40000 1315.60| 4.50000 1345.50 SODDING | | | 0065 715-02837 30.500 m | 310.00000 9455.00| 120.00000 3660.00| 325.00000 9912.50 PIPE, POLYETHYLENE LINER, 250 mm | | | 0066 715-02980 50.600 m | 350.00000 17710.00| 210.00000 10626.00| 355.00000 17963.00 PIPE, POLYETHYLENE LINER, 700 mm | | | 0067 715-03407 145.100 m | 1718.00000 249281.80| 2000.00000 290200.00| 1900.00000 275690.00 PIPE, POLYETHYLENE LINER, 1800 mm | | | 0068 715-05019 14.600 m | 310.00000 4526.00| 210.00000 3066.00| 250.00000 3650.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0069 715-05048 4657.500 m | 4.92000 22914.90| 5.26000 24498.45| 6.43000 29947.73 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0070 715-05053 505.000 m | 22.00000 11110.00| 23.90000 12069.50| 24.00000 12120.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0071 715-05121 2.400 m | 390.00000 936.00| 140.00000 336.00| 225.00000 540.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0072 715-05127 4.900 m | 550.00000 2695.00| 285.00000 1396.50| 325.00000 1592.50 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-05842 1.000 EACH| 1800.00000 1800.00| 1350.00000 1350.00| 750.00000 750.00 CONCRETE ANCHOR, 1050 mm | | | 0074 715-46010 1.000 EACH| 450.00000 450.00| 330.00000 330.00| 450.00000 450.00 PIPE END SECTION, 450 mm | | | 0075 715-46040 2.000 EACH| 520.00000 1040.00| 725.00000 1450.00| 950.00000 1900.00 PIPE END SECTION, 900 mm | | | 0076 715-91219 154.800 m | 317.00000 49071.60| 590.00000 91332.00| 331.00000 51238.80 PIPE, POLYETHYLENE LINER, 1000 mm | | | 0077 715-91219 75.600 m | 561.00000 42411.60| 740.00000 55944.00| 580.00000 43848.00 PIPE, POLYETHYLENE LINER, 1000 mm , | | | STRUTTED | | | 0078 715-94424 61.600 m | 333.00000 20512.80| 365.00000 22484.00| 350.00000 21560.00 PIPE, POLYETHYLENE LINER, 800 mm | | | 0079 715-96913 123.100 m | 334.00000 41115.40| 510.00000 62781.00| 350.00000 43085.00 PIPE, POLYETHYLENE LINER, 900 mm | | | 0080 715-96914 276.100 m | 387.00000 106850.70| 605.00000 167040.50| 400.00000 110440.00 PIPE, POLYETHYLENE LINER, 1050 mm | | | 0082 718-04880 140.000 EACH| 525.00000 73500.00| 327.00000 45780.00| 530.00000 74200.00 OUTLET PROTECTOR, A | | | 0083 718-99153 9358.000 m2 | 1.25000 11697.50| 1.10000 10293.80| 1.30000 12165.40 GEOTEXTILES FOR UNDERDRAIN | | | 0084 801-05919 16.720 m2 | 200.00000 3344.00| 203.00000 3394.16| 205.00000 3427.60 SIGN, PANEL, CONSTRUCTION | | | 0085 801-06203 41158.000 m | 0.30000 12347.40| 0.33000 13582.14| 0.15000 6173.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0086 801-06207 48212.000 m | 3.00000 144636.00| 3.00000 144636.00| 2.90000 139814.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0088 801-06640 71.000 EACH| 125.00000 8875.00| 185.40000 13163.40| 97.00000 6887.00 CONSTRUCTION SIGN, A | | | 0089 801-06645 14.500 EACH| 40.00000 580.00| 36.05000 522.73| 36.00000 522.00 CONSTRUCTION SIGN, B | | | 0090 801-06710 1200.000 DAY | 18.00000 21600.00| 20.60000 24720.00| 13.00000 15600.00 FLASHING ARROW SIGN | | | 0091 801-06775 LUMP| 129000.00000 129000.00| 168000.00000 168000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0092 801-09133 2.000 EACH| 12000.00000 24000.00| 1545.00000 3090.00| 9750.00000 19500.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0095 801-97643 1037.000 m | 16.50000 17110.50| 19.25000 19962.25| 11.50000 11925.50 TEMPORARY BUZZ STRIPS | | | 0096 802-02293 24.480 m3 | 500.00000 12240.00| 505.00000 12362.40| 520.00000 12729.60 CONCRETE, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 802-04893 21.000 EACH| 63.00000 1323.00| 64.00000 1344.00| 64.00000 1344.00 REFERENCE POST | | | 0098 802-05701 229.700 m | 42.00000 9647.40| 42.50000 9762.25| 43.00000 9877.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 802-05702 299.850 m | 37.00000 11094.45| 37.50000 11244.38| 38.00000 11394.30 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0100 802-76015 294.250 m2 | 150.00000 44137.50| 153.00000 45020.25| 155.00000 45608.75 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0101 802-76025 22.460 m2 | 115.00000 2582.90| 117.00000 2627.82| 118.00000 2650.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0102 802-76035 92.840 m2 | 127.00000 11790.68| 128.00000 11883.52| 130.00000 12069.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0103 802-76045 3.880 m2 | 180.00000 698.40| 183.00000 710.04| 185.00000 717.80 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0104 802-76095 7111.500 kg | 4.00000 28446.00| 4.05000 28801.58| 4.15000 29512.73 STRUCTURAL STEEL, BREAKAWAY | | | 0105 802-99050 42.000 m | 51.00000 2142.00| 51.50000 2163.00| 52.00000 2184.00 SIGN POST, WOOD, 150 mm X 200 mm | | | 0106 804-06771 293.000 EACH| 21.25000 6226.25| 21.50000 6299.50| 23.00000 6739.00 DELINEATOR POST, FLEXIBLE | | | 0107 808-01329 4.000 EACH| 85.00000 340.00| 146.00000 584.00| 56.00000 224.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0108 808-06702 21360.000 m | 0.01000 213.60| 0.04000 854.40| 0.90000 19224.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0109 808-06703 23041.000 m | 0.99000 22810.59| 1.08000 24884.28| 0.76000 17511.16 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0110 808-06705 2260.000 m | 3.00000 6780.00| 2.35000 5311.00| 2.20000 4972.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0112 808-06716 10378.000 m | 1.25000 12972.50| 2.00000 20756.00| 0.67000 6953.26 LINE, REMOVE | | | 0113 808-75245 22881.000 m | 0.99000 22652.19| 1.08000 24711.48| 0.76000 17389.56 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 808-75297 20.000 m | 9.00000 180.00| 19.80000 396.00| 8.75000 175.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0115 808-75996 1158.000 EACH| 5.00000 5790.00| 5.00000 5790.00| 2.85000 3300.30 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0116 808-75998 1158.000 EACH| 25.40000 29413.20| 25.80000 29876.40| 25.00000 28950.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0117 801-04308 3.000 EACH| 500.00000 1500.00| 690.00000 2070.00| 460.00000 1380.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0118 801-06201 16.720 m2 | 193.00000 3226.96| 195.00000 3260.40| 198.00000 3310.56 TEMPORARY PANEL SIGNS | | | 0119 801-06202 42.000 m | 51.00000 2142.00| 52.00000 2184.00| 53.00000 2226.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0120 801-06605 20.000 EACH| 150.00000 3000.00| 200.00000 4000.00| 92.00000 1840.00 BARRICADE, IIIA | | | 0121 801-06606 16.000 EACH| 150.00000 2400.00| 250.00000 4000.00| 138.00000 2208.00 BARRICADE, IIIB | | | 0122 808-75260 60.000 m | 5.00000 300.00| 6.30000 378.00| 4.30000 258.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0123 808-75272 491.000 m | 9.00000 4419.00| 9.60000 4713.60| 8.75000 4296.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0124 202-02272 288.000 m | 8.00000 2304.00| 14.50000 4176.00| 26.00000 7488.00 PAVED SIDE DITCH, REMOVE | | | 0125 607-06375 15.000 m | 275.00000 4125.00| 266.00000 3990.00| 275.00000 4125.00 PAVED SIDE DITCH, J | | | 0126 607-06380 15.000 m | 280.00000 4200.00| 277.00000 4155.00| 285.00000 4275.00 PAVED SIDE DITCH, K | | | 0127 607-06385 30.000 m | 290.00000 8700.00| 283.00000 8490.00| 275.00000 8250.00 PAVED SIDE DITCH, L | | | 0128 607-06390 15.000 m | 300.00000 4500.00| 304.00000 4560.00| 370.00000 5550.00 PAVED SIDE DITCH, M | | | 0129 611-52817 3.000 EACH| 10000.00000 30000.00| 33000.00000 99000.00| 25500.00000 76500.00 TEMPORARY CROSSOVER, B | | | 0130 715-05119 2.400 m | 210.00000 504.00| 85.50000 205.20| 210.00000 504.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0131 718-52610 744.500 m3 | 32.50000 24196.25| 14.70000 10944.15| 44.00000 32758.00 AGGREGATE FOR UNDERDRAINS | | | 0132 715-03318 427.100 m2 | 94.00000 40147.40| 55.00000 23490.50| 95.00000 40574.50 FLOW LINE, CONCRETE PAVED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0918397 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 6,830,000.00| $ 6,831,045.31| $ 6,893,243.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,830,000.00| $ 6,831,045.31| $ 6,893,243.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1917625 |(6) 35-1139301 |CORYDON STONE & ASPHALT, INC|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION AND SIGN MODERNIZATION | | | 0001 105-01925 18.000 MOS | 1100.00000 19800.00| 1500.00000 27000.00| 2000.00000 36000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 21000.00000 21000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 370000.00000 370000.00| 380000.00000 380000.00| 383700.00000 383700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 1044.000 m | 10.00000 10440.00| 17.00000 17748.00| 22.00000 22968.00 DITCH CLEANING | | | 0005 202-02241 426.000 m | 10.00000 4260.00| 11.00000 4686.00| 10.50000 4473.00 GUARDRAIL, REMOVE | | | 0006 202-60820 194799.000 m2 | 1.70000 331158.30| 2.75000 535697.25| 1.43000 278562.57 SURFACE MILLING, ASPHALT | | | 0007 202-74040 38.000 EACH| 400.00000 15200.00| 375.00000 14250.00| 375.00000 14250.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0008 202-74045 124.000 EACH| 32.00000 3968.00| 83.00000 10292.00| 30.00000 3720.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-74050 2.000 EACH| 400.00000 800.00| 325.00000 650.00| 375.00000 750.00 SIGN, OVERHEAD, REMOVE | | | 0010 203-02000 300.000 m3 | 10.00000 3000.00| 8.50000 2550.00| 10.50000 3150.00 EXCAVATION, COMMON | | | 0011 203-02000 19600.000 m3 | 4.75000 93100.00| 8.50000 166600.00| 10.50000 205800.00 EXCAVATION, COMMON | | | 0012 203-02070 500.000 m3 | 19.00000 9500.00| 26.00000 13000.00| 10.00000 5000.00 BORROW | | | 0013 203-02070 2000.000 m3 | 19.00000 38000.00| 9.50000 19000.00| 10.00000 20000.00 BORROW FOR ERODED AREAS | | | 0014 203-02080 10.100 km | 10000.00000 101000.00| 13000.00000 131300.00| 20000.00000 202000.00 LINEAR GRADING | | | 0015 203-93444 39800.000 Mg | 10.25000 407950.00| 10.00000 398000.00| 10.00000 398000.00 BACKFILL, ROCK | | | 0016 205-02224 650.000 m | 10.00000 6500.00| 6.90000 4485.00| 6.55000 4257.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 75.000 m | 20.00000 1500.00| 13.60000 1020.00| 12.95000 971.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02231 75.000 m | 34.00000 2550.00| 51.50000 3862.50| 35.00000 2625.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1917625 |(6) 35-1139301 |CORYDON STONE & ASPHALT, INC|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02234 8.000 EACH| 100.00000 800.00| 90.00000 720.00| 85.00000 680.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02236 18.000 EACH| 100.00000 1800.00| 73.50000 1323.00| 70.00000 1260.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02770 6400.000 m2 | 2.00000 12800.00| 1.80000 11520.00| 1.70000 10880.00 EROSION CONTROL BLANKET | | | 0022 211-02060 9.300 m3 | 55.00000 511.50| 60.00000 558.00| 40.00000 372.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 700.000 m3 | 125.00000 87500.00| 150.00000 105000.00| 145.00000 101500.00 FLOWABLE MORTAR | | | 0024 213-52831 34.000 EACH| 150.00000 5100.00| 520.00000 17680.00| 425.00000 14450.00 DRILLED HOLE FOR FLOWABLE MORTAR IN SOIL| | | 0025 303-52308 3431.000 Mg | 15.00000 51465.00| 12.50000 42887.50| 16.84000 57778.04 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0026 305-05204 220.000 Mg | 70.00000 15400.00| 140.00000 30800.00| 100.00000 22000.00 HMA FOR PATCHING | | | 0027 401-05455 52648.000 Mg | 26.00000 1368848.00| 25.60000 1347788.80| 35.00000 1842680.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 13562.000 Mg | 37.00000 501794.00| 43.25000 586556.50| 48.00000 650976.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-05464 1452.000 Mg | 37.00000 53724.00| 40.00000 58080.00| 46.00000 66792.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0030 401-05467 10035.000 m | 0.70000 7024.50| 0.85000 8529.75| 0.85000 8529.75 MILLED HMA CORRUGATIONS | | | 0031 401-06264 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 12500.00000 12500.00 PROFILOGRAPH, HMA | | | 0032 402-05468 175.000 Mg | 35.00000 6125.00| 36.60000 6405.00| 75.00000 13125.00 HMA BASE 25.0 mm, MAINLINE | | | 0033 402-05470 24274.000 Mg | 23.00000 558302.00| 23.30000 565584.20| 33.00000 801042.00 HMA BASE C25.0 mm, MAINLINE | | | 0034 402-05481 975.000 Mg | 34.00000 33150.00| 32.85000 32028.75| 50.00000 48750.00 HMA BASE 25.0 mm, SHOULDER | | | 0035 402-05483 10367.000 Mg | 40.00000 414680.00| 26.85000 278353.95| 35.00000 362845.00 HMA BASE C25.0 mm, SHOULDER | | | 0036 402-05487 39.000 Mg | 35.00000 1365.00| 50.00000 1950.00| 65.00000 2535.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0037 402-05495 130.000 Mg | 35.00000 4550.00| 45.00000 5850.00| 50.00000 6500.00 HMA WEDGE AND LEVEL | | | 0038 404-05511 146620.000 m2 | 0.70000 102634.00| 0.55000 80641.00| 0.80000 117296.00 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1917625 |(6) 35-1139301 |CORYDON STONE & ASPHALT, INC|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 406-05520 197.000 Mg | 190.00000 37430.00| 145.00000 28565.00| 200.00000 39400.00 ASPHALT FOR TACK COAT | | | 0040 601-02206 198.120 m | 33.00000 6537.96| 36.85000 7300.72| 35.00000 6934.20 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0041 601-94689 4.000 EACH| 4000.00000 16000.00| 4950.00000 19800.00| 3350.00000 13400.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-94690 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00| 3350.00000 3350.00 GUARDRAIL END TREATMENT, MS | | | 0043 601-97080 2.000 EACH| 2700.00000 5400.00| 3100.00000 6200.00| 1575.00000 3150.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0045 602-06639 396.000 m | 80.00000 31680.00| 81.00000 32076.00| 94.02000 37231.92 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 10236.000 m | 75.00000 767700.00| 79.50000 813762.00| 82.17000 841092.12 TEMPORARY CONCRETE BARRIER | | | 0047 603-06040 367.000 m | 26.00000 9542.00| 24.20000 8881.40| 23.00000 8441.00 FENCE, FARM FIELD, 1190 mm | | | 0048 607-06335 63.000 m | 200.00000 12600.00| 170.00000 10710.00| 32.00000 2016.00 PAVED SIDE DITCH, A | | | 0049 607-06340 8.000 m | 80.00000 640.00| 275.00000 2200.00| 32.00000 256.00 PAVED SIDE DITCH, B | | | 0050 607-06355 116.000 m | 140.00000 16240.00| 180.00000 20880.00| 32.00000 3712.00 PAVED SIDE DITCH, E | | | 0051 607-06365 15.000 m | 175.00000 2625.00| 240.00000 3600.00| 32.00000 480.00 PAVED SIDE DITCH, G | | | 0052 610-05527 4933.000 Mg | 35.00000 172655.00| 36.00000 177588.00| 42.00000 207186.00 HMA FOR APPROACHES | | | 0053 616-02305 100.000 m3 | 115.00000 11500.00| 150.00000 15000.00| 146.00000 14600.00 GABIONS | | | 0054 616-02320 8368.000 m2 | 1.30000 10878.40| 1.80000 15062.40| 2.25000 18828.00 GEOTEXTILES | | | 0055 616-06405 200.000 Mg | 24.00000 4800.00| 29.75000 5950.00| 30.00000 6000.00 RIPRAP, REVETMENT | | | 0056 616-06451 554.000 Mg | 27.50000 15235.00| 28.00000 15512.00| 30.00000 16620.00 RIPRAP, UNIFORM | | | 0057 621-01004 6.000 EACH| 680.00000 4080.00| 675.00000 4050.00| 650.00000 3900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-06545 6.000 Mg | 600.00000 3600.00| 600.00000 3600.00| 570.00000 3420.00 FERTILIZER | | | 0060 621-06548 7.000 kg | 50.00000 350.00| 47.50000 332.50| 45.00000 315.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1917625 |(6) 35-1139301 |CORYDON STONE & ASPHALT, INC|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 621-06553 1289.000 kg | 9.00000 11601.00| 9.15000 11794.35| 8.70000 11214.30 SEED MIXTURE, R | | | 0062 621-06565 31.000 Mg | 550.00000 17050.00| 555.00000 17205.00| 530.00000 16430.00 MULCHING MATERIAL | | | 0063 621-06567 3.000 kL | 1.00000 3.00| 1.05000 3.15| 1.00000 3.00 WATER | | | 0064 621-06574 299.000 m2 | 4.50000 1345.50| 4.60000 1375.40| 4.35000 1300.65 SODDING | | | 0065 715-02837 30.500 m | 100.00000 3050.00| 370.00000 11285.00| 150.00000 4575.00 PIPE, POLYETHYLENE LINER, 250 mm | | | 0066 715-02980 50.600 m | 160.00000 8096.00| 400.00000 20240.00| 275.00000 13915.00 PIPE, POLYETHYLENE LINER, 700 mm | | | 0067 715-03407 145.100 m | 1700.00000 246670.00| 1850.00000 268435.00| 1750.00000 253925.00 PIPE, POLYETHYLENE LINER, 1800 mm | | | 0068 715-05019 14.600 m | 220.00000 3212.00| 425.00000 6205.00| 475.00000 6935.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0069 715-05048 4657.500 m | 5.00000 23287.50| 12.10000 56355.75| 6.60000 30739.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0070 715-05053 505.000 m | 23.00000 11615.00| 24.15000 12195.75| 39.25000 19821.25 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0071 715-05121 2.400 m | 110.00000 264.00| 400.00000 960.00| 350.00000 840.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0072 715-05127 4.900 m | 260.00000 1274.00| 750.00000 3675.00| 475.00000 2327.50 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0073 715-05842 1.000 EACH| 525.00000 525.00| 2200.00000 2200.00| 1500.00000 1500.00 CONCRETE ANCHOR, 1050 mm | | | 0074 715-46010 1.000 EACH| 420.00000 420.00| 230.00000 230.00| 245.00000 245.00 PIPE END SECTION, 450 mm | | | 0075 715-46040 2.000 EACH| 700.00000 1400.00| 550.00000 1100.00| 825.00000 1650.00 PIPE END SECTION, 900 mm | | | 0076 715-91219 154.800 m | 300.00000 46440.00| 340.00000 52632.00| 325.00000 50310.00 PIPE, POLYETHYLENE LINER, 1000 mm | | | 0077 715-91219 75.600 m | 260.00000 19656.00| 620.00000 46872.00| 560.00000 42336.00 PIPE, POLYETHYLENE LINER, 1000 mm , | | | STRUTTED | | | 0078 715-94424 61.600 m | 93.00000 5728.80| 370.00000 22792.00| 250.00000 15400.00 PIPE, POLYETHYLENE LINER, 800 mm | | | 0079 715-96913 123.100 m | 250.00000 30775.00| 375.00000 46162.50| 290.00000 35699.00 PIPE, POLYETHYLENE LINER, 900 mm | | | 0080 715-96914 276.100 m | 325.00000 89732.50| 410.00000 113201.00| 470.00000 129767.00 PIPE, POLYETHYLENE LINER, 1050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1917625 |(6) 35-1139301 |CORYDON STONE & ASPHALT, INC|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 718-04880 140.000 EACH| 540.00000 75600.00| 550.00000 77000.00| 275.00000 38500.00 OUTLET PROTECTOR, A | | | 0083 718-99153 9358.000 m2 | 1.30000 12165.40| 1.30000 12165.40| 1.00000 9358.00 GEOTEXTILES FOR UNDERDRAIN | | | 0084 801-05919 16.720 m2 | 210.00000 3511.20| 225.00000 3762.00| 200.00000 3344.00 SIGN, PANEL, CONSTRUCTION | | | 0085 801-06203 41158.000 m | 0.15000 6173.70| 0.15000 6173.70| 0.14000 5762.12 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0086 801-06207 48212.000 m | 2.90000 139814.80| 2.95000 142225.40| 2.82000 135957.84 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0088 801-06640 71.000 EACH| 100.00000 7100.00| 100.00000 7100.00| 95.00000 6745.00 CONSTRUCTION SIGN, A | | | 0089 801-06645 14.500 EACH| 40.00000 580.00| 37.00000 536.50| 35.00000 507.50 CONSTRUCTION SIGN, B | | | 0090 801-06710 1200.000 DAY | 14.00000 16800.00| 14.00000 16800.00| 13.00000 15600.00 FLASHING ARROW SIGN | | | 0091 801-06775 LUMP| 370000.00000 370000.00| 175500.00000 175500.00| 260000.00000 260000.00 MAINTAINING TRAFFIC | | | 0092 801-09133 2.000 EACH| 10000.00000 20000.00| 10000.00000 20000.00| 9500.00000 19000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0095 801-97643 1037.000 m | 11.50000 11925.50| 11.60000 12029.20| 11.00000 11407.00 TEMPORARY BUZZ STRIPS | | | 0096 802-02293 24.480 m3 | 500.00000 12240.00| 490.00000 11995.20| 500.00000 12240.00 CONCRETE, SIGN FOUNDATION | | | 0097 802-04893 21.000 EACH| 65.00000 1365.00| 73.75000 1548.75| 63.00000 1323.00 REFERENCE POST | | | 0098 802-05701 229.700 m | 44.00000 10106.80| 28.00000 6431.60| 42.00000 9647.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 802-05702 299.850 m | 38.00000 11394.30| 24.00000 7196.40| 37.00000 11094.45 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0100 802-76015 294.250 m2 | 150.00000 44137.50| 195.00000 57378.75| 150.00000 44137.50 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0101 802-76025 22.460 m2 | 115.00000 2582.90| 190.00000 4267.40| 115.00000 2582.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0102 802-76035 92.840 m2 | 130.00000 12069.20| 110.00000 10212.40| 127.00000 11790.68 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1917625 |(6) 35-1139301 |CORYDON STONE & ASPHALT, INC|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 802-76045 3.880 m2 | 200.00000 776.00| 125.00000 485.00| 180.00000 698.40 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0104 802-76095 7111.500 kg | 4.10000 29157.15| 4.40000 31290.60| 4.00000 28446.00 STRUCTURAL STEEL, BREAKAWAY | | | 0105 802-99050 42.000 m | 52.00000 2184.00| 72.50000 3045.00| 51.00000 2142.00 SIGN POST, WOOD, 150 mm X 200 mm | | | 0106 804-06771 293.000 EACH| 19.00000 5567.00| 20.00000 5860.00| 18.95000 5552.35 DELINEATOR POST, FLEXIBLE | | | 0107 808-01329 4.000 EACH| 60.00000 240.00| 58.00000 232.00| 55.00000 220.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0108 808-06702 21360.000 m | 0.90000 19224.00| 1.00000 21360.00| 0.90000 19224.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0109 808-06703 23041.000 m | 0.75000 17280.75| 0.75000 17280.75| 0.72000 16589.52 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0110 808-06705 2260.000 m | 2.20000 4972.00| 2.25000 5085.00| 2.15000 4859.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0112 808-06716 10378.000 m | 1.00000 10378.00| 0.70000 7264.60| 0.65000 6745.70 LINE, REMOVE | | | 0113 808-75245 22881.000 m | 0.75000 17160.75| 0.75000 17160.75| 0.72000 16474.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0114 808-75297 20.000 m | 9.00000 180.00| 9.00000 180.00| 8.50000 170.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0115 808-75996 1158.000 EACH| 3.00000 3474.00| 2.95000 3416.10| 2.75000 3184.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0116 808-75998 1158.000 EACH| 25.00000 28950.00| 25.80000 29876.40| 24.50000 28371.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0117 801-04308 3.000 EACH| 475.00000 1425.00| 475.00000 1425.00| 450.00000 1350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0118 801-06201 16.720 m2 | 200.00000 3344.00| 225.00000 3762.00| 193.00000 3226.96 TEMPORARY PANEL SIGNS | | | 0119 801-06202 42.000 m | 55.00000 2310.00| 72.50000 3045.00| 51.00000 2142.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0120 801-06605 20.000 EACH| 100.00000 2000.00| 94.75000 1895.00| 90.00000 1800.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 151 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,583,642.49 ROUTE : I-64 CALL ORDER : 151 CONTRACT ID : R -24415-A COUNTIES : CRAWFORD PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1917625 |(6) 35-1139301 |CORYDON STONE & ASPHALT, INC|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 801-06606 16.000 EACH| 140.00000 2240.00| 142.00000 2272.00| 135.00000 2160.00 BARRICADE, IIIB | | | 0122 808-75260 60.000 m | 4.50000 270.00| 4.50000 270.00| 4.25000 255.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0123 808-75272 491.000 m | 8.75000 4296.25| 9.00000 4419.00| 8.50000 4173.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0124 202-02272 288.000 m | 16.00000 4608.00| 53.25000 15336.00| 37.00000 10656.00 PAVED SIDE DITCH, REMOVE | | | 0125 607-06375 15.000 m | 115.00000 1725.00| 275.00000 4125.00| 32.00000 480.00 PAVED SIDE DITCH, J | | | 0126 607-06380 15.000 m | 120.00000 1800.00| 285.00000 4275.00| 32.00000 480.00 PAVED SIDE DITCH, K | | | 0127 607-06385 30.000 m | 130.00000 3900.00| 290.00000 8700.00| 32.00000 960.00 PAVED SIDE DITCH, L | | | 0128 607-06390 15.000 m | 150.00000 2250.00| 310.00000 4650.00| 32.00000 480.00 PAVED SIDE DITCH, M | | | 0129 611-52817 3.000 EACH| 30000.00000 90000.00| 24000.00000 72000.00| 40000.00000 120000.00 TEMPORARY CROSSOVER, B | | | 0130 715-05119 2.400 m | 90.00000 216.00| 445.00000 1068.00| 400.00000 960.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0131 718-52610 744.500 m3 | 33.00000 24568.50| 40.00000 29780.00| 35.00000 26057.50 AGGREGATE FOR UNDERDRAINS | | | 0132 715-03318 427.100 m2 | 152.00000 64919.20| 105.00000 44845.50| 70.00000 29897.00 FLOW LINE, CONCRETE PAVED | | | SECTION TOTALS | $ 7,448,919.86| $ 7,749,612.52| $ 8,574,735.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,448,919.86| $ 7,749,612.52| $ 8,574,735.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,751.14 ROUTE : CALL ORDER : 161 CONTRACT ID : R -24425-B COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/04/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BLDG003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1479719 MILLER & SONS MASONRY, INC. IRREGULAR BID $ 241,917.40 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. AWARD $ 281,324.56 116.2895% ==================================================================================================================================== |(1) 35-1479719 |(2) 35-1136349 | |MILLER & SONS MASONRY, INC. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT- TRAIN STATION BUILDING | | | 0001 105-06790 10.000 MOS | 2000.00000 20000.00| 1967.99000 19679.90| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 1222.10000 1222.10| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 37849.08000 37849.08| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-52710 126.000 SYS | 12.40000 1562.40| 2.98000 375.48| SIDEWALK, CONCRETE, REMOVE | | | 0005 202-96430 LUMP| 3000.00000 3000.00| 1013.07000 1013.07| FENCE AND POSTS, REMOVE | | | 0006 604-91531 126.000 SYS | 22.00000 2772.00| 39.07000 4922.82| SIDEWALK, CONCRETE, 4 IN. | | | 0007 711-03973 LUMP| 171000.00000 171000.00| 173121.98000 173121.98| BUILDING ARCHITECTURAL | | | 0008 711-98282 LUMP| 15800.00000 15800.00| 17720.45000 17720.45| BUILDING ELECTRICAL | | | 0009 719-03975 LUMP| 8540.00000 8540.00| 7699.23000 7699.23| BUILDING PLUMBING | | | 0010 807-03974 LUMP| 10743.00000 10743.00| 17720.45000 17720.45| BUILDING HEATING, VENTILATION, AIR | | | CONDITIONING | | | SECTION TOTALS | $ 241,917.40| $ 281,324.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,917.40| $ 281,324.56| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/16/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE031 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1948310 K & I CONSTRUCTION, LLC $ 743,743.43 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 798,495.83 107.3617% 3 35-1636776 LINKEL COMPANY $ 834,226.35 112.1658% 4 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 881,645.65 118.5416% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 899,761.22 120.9773% ==================================================================================================================================== |(1) 35-1948310 |(2) 35-1004746 |(3) 35-1636776 |K & I CONSTRUCTION, LLC |TEMPLE & TEMPLE EXCAVATING |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRAIN FACILITIES | | | 0001 105-06790 12.000 MOS | 900.00000 10800.00| 1050.00000 12600.00| 1500.00000 18000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 36540.00000 36540.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21617.00000 21617.00| 37860.00000 37860.00| 9000.00000 9000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 19888.00000 19888.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 203-02045 100.000 CYS | 5.00000 500.00| 15.00000 1500.00| 20.00000 2000.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0006 203-02080 1.490 MILE| 67300.00000 100277.00| 60875.00000 90703.75| 47000.00000 70030.00 LINEAR GRADING | | | 0007 203-51223 561.000 CYS | 5.00000 2805.00| 8.00000 4488.00| 50.00000 28050.00 EXCAVATION, WATERWAY | | | 0008 205-02224 1073.000 LFT | 2.15000 2306.95| 2.05000 2199.65| 2.50000 2682.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 10.000 LFT | 4.25000 42.50| 4.05000 40.50| 5.00000 50.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 5.000 EACH| 88.00000 440.00| 84.00000 420.00| 100.00000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 8.000 EACH| 71.50000 572.00| 68.25000 546.00| 80.00000 640.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1948310 |(2) 35-1004746 |(3) 35-1636776 |K & I CONSTRUCTION, LLC |TEMPLE & TEMPLE EXCAVATING |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51230 734.000 CYS | 8.00000 5872.00| 12.50000 9175.00| 10.00000 7340.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 652.000 CYS | 18.00000 11736.00| 18.00000 11736.00| 26.00000 16952.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 1556.000 TON | 16.00000 24896.00| 14.00000 21784.00| 16.00000 24896.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 305-05204 50.000 TON | 50.00000 2500.00| 130.00000 6500.00| 100.00000 5000.00 HMA FOR PATCHING | | | 0016 402-05474 780.000 TON | 35.00000 27300.00| 41.00000 31980.00| 50.00000 39000.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 326.000 TON | 45.00000 14670.00| 52.00000 16952.00| 50.00000 16300.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 603-04460 852.000 LFT | 17.75000 15123.00| 10.30000 8775.60| 20.00000 17040.00 FENCE, WOOD SPLIT RAIL | | | 0019 604-44251 35.000 CYS | 425.00000 14875.00| 735.00000 25725.00| 1000.00000 35000.00 STEPS, CONCRETE | | | 0020 604-91531 2437.000 SYS | 27.45000 66895.65| 30.00000 73110.00| 25.00000 60925.00 SIDEWALK, CONCRETE, 4 IN. | | | 0021 604-95531 LUMP| 39000.00000 39000.00| 41230.00000 41230.00| 50000.00000 50000.00 BRIDGE, PEDESTRIAN | | | 0022 605-52807 40.000 LFT | 19.80000 792.00| 21.00000 840.00| 25.00000 1000.00 CURB AND GUTTER, COMBINED | | | 0023 605-95486 24.000 LFT | 19.80000 475.20| 17.00000 408.00| 100.00000 2400.00 CURB AND GUTTER, ROLLED, CONCRETE | | | 0024 611-03671 3.000 EACH| 1265.00000 3795.00| 1310.00000 3930.00| 1500.00000 4500.00 TRASH RECEPTACLE | | | 0025 615-02153 7.000 EACH| 300.00000 2100.00| 130.00000 910.00| 500.00000 3500.00 TIMBER BOLLARDS | | | 0026 615-06490 10.000 EACH| 99.00000 990.00| 100.00000 1000.00| 110.00000 1100.00 RIGHT OF WAY MARKER | | | 0027 616-02320 1638.000 SYS | 1.90000 3112.20| 2.50000 4095.00| 3.00000 4914.00 GEOTEXTILES | | | 0028 616-06405 119.000 TON | 20.00000 2380.00| 24.00000 2856.00| 30.00000 3570.00 RIPRAP, REVETMENT | | | 0029 616-94426 860.000 SYS | 4.70000 4042.00| 7.50000 6450.00| 4.00000 3440.00 GEOGRID | | | 0030 617-95589 28.000 LFT | 90.00000 2520.00| 75.00000 2100.00| 100.00000 2800.00 EXPANSION JOINT, SS, SEAL _ | | | 0031 621-01004 1.000 EACH| 575.00000 575.00| 551.00000 551.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1948310 |(2) 35-1004746 |(3) 35-1636776 |K & I CONSTRUCTION, LLC |TEMPLE & TEMPLE EXCAVATING |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06545 1.300 TON | 500.00000 650.00| 514.50000 668.85| 600.00000 780.00 FERTILIZER | | | 0033 621-06554 472.500 LBS | 4.25000 2008.13| 4.00000 1890.00| 4.50000 2126.25 SEED MIXTURE, U | | | 0034 621-06565 6.300 TON | 480.00000 3024.00| 462.00000 2910.60| 500.00000 3150.00 MULCHING MATERIAL | | | 0035 621-06567 1.100 MG | 1.00000 1.10| 1.00000 1.10| 10.00000 11.00 WATER | | | 0036 621-06575 230.000 SYS | 3.20000 736.00| 3.05000 701.50| 3.50000 805.00 SODDING, NURSERY | | | 0037 622-04320 10.000 EACH| 380.00000 3800.00| 362.25000 3622.50| 400.00000 4000.00 PLANT, FRAXINUS PENNSYLVANICA, PATMORE | | | 0038 622-04646 2.000 EACH| 390.00000 780.00| 372.75000 745.50| 400.00000 800.00 PLANT, NYSSA SYLVATICA | | | 0039 622-96452 10.000 EACH| 390.00000 3900.00| 372.75000 3727.50| 400.00000 4000.00 PLANT, ACER RUBRUM OCTOBER GLORY | | | 0040 622-97098 4.000 EACH| 380.00000 1520.00| 362.25000 1449.00| 400.00000 1600.00 PLANT, GLEDITSIA TRIACANTHOS INERMIS | | | 0041 622-99025 2.000 EACH| 380.00000 760.00| 362.25000 724.50| 400.00000 800.00 PLANT, BETULA NIGRA | | | 0042 622-99474 2005.000 EACH| 2.15000 4310.75| 2.05000 4110.25| 2.50000 5012.50 PLANT, VINCA MINOR | | | 0043 702-51010 22.600 CYS | 660.00000 14916.00| 585.00000 13221.00| 400.00000 9040.00 CONCRETE, B, ABOVE FOOTINGS | | | 0044 702-51015 44.500 CYS | 495.00000 22027.50| 350.00000 15575.00| 250.00000 11125.00 CONCRETE, B, FOOTINGS | | | 0045 703-51030 8368.000 LBS | 1.40000 11715.20| 0.80000 6694.40| 0.75000 6276.00 REINFORCING STEEL | | | 0046 712-03812 9.000 EACH| 1700.00000 15300.00| 1650.00000 14850.00| 2000.00000 18000.00 BENCH | | | 0047 714-02102 3143.100 SFT | 18.50000 58147.35| 18.00000 56575.80| 16.00000 50289.60 RETAINING WALL, MODULAR, CONCRETE | | | 0048 715-05028 43.000 LFT | 23.00000 989.00| 46.50000 1999.50| 25.00000 1075.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-05032 30.000 LFT | 24.00000 720.00| 48.00000 1440.00| 30.00000 900.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0050 715-05152 2.000 LFT | 200.00000 400.00| 88.00000 176.00| 100.00000 200.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0051 715-05154 626.000 LFT | 30.00000 18780.00| 34.00000 21284.00| 40.00000 25040.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0052 715-13015 121.000 LFT | 33.00000 3993.00| 34.00000 4114.00| 50.00000 6050.00 PIPE, GROUP L, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1948310 |(2) 35-1004746 |(3) 35-1636776 |K & I CONSTRUCTION, LLC |TEMPLE & TEMPLE EXCAVATING |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-44272 148.000 LFT | 10.50000 1554.00| 17.00000 2516.00| 5.00000 740.00 PIPE, PVC OUTLET, 4 IN. | | | 0054 715-44276 596.000 LFT | 5.00000 2980.00| 4.00000 2384.00| 6.00000 3576.00 PIPE, PVC, PERF., 4 IN. | | | 0055 715-46000 2.000 EACH| 175.00000 350.00| 530.00000 1060.00| 500.00000 1000.00 PIPE END SECTION, 12 IN. | | | 0056 715-46005 9.000 EACH| 200.00000 1800.00| 650.00000 5850.00| 550.00000 4950.00 PIPE END SECTION, 15 IN. | | | 0057 715-46020 1.000 EACH| 300.00000 300.00| 800.00000 800.00| 650.00000 650.00 PIPE END SECTION, 24 IN. | | | 0058 718-52610 47.000 CYS | 15.50000 728.50| 18.00000 846.00| 50.00000 2350.00 AGGREGATE FOR UNDERDRAINS | | | 0059 720-45030 2.000 EACH| 885.00000 1770.00| 940.00000 1880.00| 2000.00000 4000.00 INLET, E7 | | | 0060 720-45035 8.000 EACH| 885.00000 7080.00| 1135.00000 9080.00| 2000.00000 16000.00 INLET, F7 | | | 0061 720-45045 1.000 EACH| 1360.00000 1360.00| 1250.00000 1250.00| 2500.00000 2500.00 INLET, J10 | | | 0062 720-90349 1.000 EACH| 1500.00000 1500.00| 1440.00000 1440.00| 2800.00000 2800.00 MANHOLE, C8 | | | 0063 720-98555 1.000 EACH| 1800.00000 1800.00| 2350.00000 2350.00| 3000.00000 3000.00 INLET, C15 | | | 0064 801-04308 2.000 EACH| 440.00000 880.00| 340.00000 680.00| 500.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 18.000 EACH| 220.00000 3960.00| 130.00000 2340.00| 250.00000 4500.00 BARRICADE, IIIA | | | 0066 801-06606 2.000 EACH| 275.00000 550.00| 160.00000 320.00| 300.00000 600.00 BARRICADE, IIIB | | | 0067 801-06625 5.000 EACH| 85.00000 425.00| 105.00000 525.00| 100.00000 500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 6.000 EACH| 105.00000 630.00| 132.00000 792.00| 120.00000 720.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 3.000 EACH| 44.00000 132.00| 42.00000 126.00| 60.00000 180.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 9995.65000 9995.65| 22900.00000 22900.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0071 802-76025 28.250 SFT | 27.00000 762.75| 18.50000 522.63| 30.00000 847.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0072 802-76035 12.500 SFT | 24.00000 300.00| 15.00000 187.50| 30.00000 375.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1948310 |(2) 35-1004746 |(3) 35-1636776 |K & I CONSTRUCTION, LLC |TEMPLE & TEMPLE EXCAVATING |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 802-76055 8.000 LFT | 11.00000 88.00| 11.50000 92.00| 15.00000 120.00 SIGN POST, A | | | 0074 802-96248 168.500 LFT | 25.50000 4296.75| 11.00000 1853.50| 30.00000 5055.00 POST, WOOD, 4 IN. X 4 IN. | | | 0075 802-96915 LUMP| 400.00000 400.00| 5300.00000 5300.00| 1500.00000 1500.00 SIGN, RELOCATE | | | 0076 805-01421 1.000 EACH| 200.00000 200.00| 190.00000 190.00| 2500.00000 2500.00 SERVICE POINT RISER AND WEATHERHEAD, | | | FURNISH | | | 0077 805-02353 111.000 LFT | 1.75000 194.25| 1.70000 188.70| 5.00000 555.00 WIRE, XHHW, NO. 4 COPPER, IN CONDUIT, | | | 1C 4GA. | | | 0078 805-86848 6572.000 LFT | 3.75000 24645.00| 3.50000 23002.00| 6.00000 39432.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 3 1/C | | | 0079 807-01889 31.000 EACH| 2100.00000 65100.00| 1965.00000 60915.00| 2600.00000 80600.00 LIGHT POLE, ORNAMENTAL, 12 FT., E.M.H., | | | WITH LUMINAIRE | | | 0080 807-04653 31.000 EACH| 530.00000 16430.00| 500.00000 15500.00| 700.00000 21700.00 LIGHTING FOUNDATION | | | 0081 808-06726 22.000 LFT | 2.00000 44.00| 10.50000 231.00| 3.00000 66.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 743,743.43| $ 798,495.83| $ 834,226.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 743,743.43| $ 798,495.83| $ 834,226.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 | |O'MARA, DAVE CONTRACTOR, INC|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRAIN FACILITIES | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 1795.75000 21549.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 48000.00000 48000.00| 42000.00000 42000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 44000.00000 44000.00| 55000.00000 55000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22000.00000 22000.00| 33795.95000 33795.95| CLEARING RIGHT OF WAY | | | 0005 203-02045 100.000 CYS | 10.00000 1000.00| 9.96000 996.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0006 203-02080 1.490 MILE| 36400.00000 54236.00| 94119.85000 140238.58| LINEAR GRADING | | | 0007 203-51223 561.000 CYS | 15.00000 8415.00| 13.30000 7461.30| EXCAVATION, WATERWAY | | | 0008 205-02224 1073.000 LFT | 2.00000 2146.00| 2.05000 2199.65| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 10.000 LFT | 4.25000 42.50| 4.04000 40.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 5.000 EACH| 85.00000 425.00| 84.00000 420.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 8.000 EACH| 75.00000 600.00| 68.25000 546.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 206-51230 734.000 CYS | 55.00000 40370.00| 24.49000 17975.66| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 652.000 CYS | 16.00000 10432.00| 25.99000 16945.48| B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 1556.000 TON | 19.00000 29564.00| 18.58000 28910.48| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 305-05204 50.000 TON | 60.00000 3000.00| 78.75000 3937.50| HMA FOR PATCHING | | | 0016 402-05474 780.000 TON | 50.00000 39000.00| 37.80000 29484.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 326.000 TON | 70.00000 22820.00| 48.30000 15745.80| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 603-04460 852.000 LFT | 10.00000 8520.00| 10.29000 8767.08| FENCE, WOOD SPLIT RAIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 | |O'MARA, DAVE CONTRACTOR, INC|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 604-44251 35.000 CYS | 975.00000 34125.00| 623.15000 21810.25| STEPS, CONCRETE | | | 0020 604-91531 2437.000 SYS | 34.00000 82858.00| 25.16000 61314.92| SIDEWALK, CONCRETE, 4 IN. | | | 0021 604-95531 LUMP| 48000.00000 48000.00| 46773.20000 46773.20| BRIDGE, PEDESTRIAN | | | 0022 605-52807 40.000 LFT | 24.00000 960.00| 20.19000 807.60| CURB AND GUTTER, COMBINED | | | 0023 605-95486 24.000 LFT | 23.00000 552.00| 20.19000 484.56| CURB AND GUTTER, ROLLED, CONCRETE | | | 0024 611-03671 3.000 EACH| 1040.00000 3120.00| 1195.48000 3586.44| TRASH RECEPTACLE | | | 0025 615-02153 7.000 EACH| 250.00000 1750.00| 129.15000 904.05| TIMBER BOLLARDS | | | 0026 615-06490 10.000 EACH| 110.00000 1100.00| 103.95000 1039.50| RIGHT OF WAY MARKER | | | 0027 616-02320 1638.000 SYS | 1.00000 1638.00| 1.30000 2129.40| GEOTEXTILES | | | 0028 616-06405 119.000 TON | 18.00000 2142.00| 23.35000 2778.65| RIPRAP, REVETMENT | | | 0029 616-94426 860.000 SYS | 3.50000 3010.00| 5.84000 5022.40| GEOGRID | | | 0030 617-95589 28.000 LFT | 70.00000 1960.00| 81.33000 2277.24| EXPANSION JOINT, SS, SEAL _ | | | 0031 621-01004 1.000 EACH| 600.00000 600.00| 551.25000 551.25| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 1.300 TON | 550.00000 715.00| 514.50000 668.85| FERTILIZER | | | 0033 621-06554 472.500 LBS | 4.50000 2126.25| 4.04000 1908.90| SEED MIXTURE, U | | | 0034 621-06565 6.300 TON | 500.00000 3150.00| 462.00000 2910.60| MULCHING MATERIAL | | | 0035 621-06567 1.100 MG | 2.00000 2.20| 1.05000 1.16| WATER | | | 0036 621-06575 230.000 SYS | 7.75000 1782.50| 3.05000 701.50| SODDING, NURSERY | | | 0037 622-04320 10.000 EACH| 395.00000 3950.00| 362.25000 3622.50| PLANT, FRAXINUS PENNSYLVANICA, PATMORE | | | 0038 622-04646 2.000 EACH| 400.00000 800.00| 372.75000 745.50| PLANT, NYSSA SYLVATICA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 | |O'MARA, DAVE CONTRACTOR, INC|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 622-96452 10.000 EACH| 400.00000 4000.00| 372.75000 3727.50| PLANT, ACER RUBRUM OCTOBER GLORY | | | 0040 622-97098 4.000 EACH| 395.00000 1580.00| 362.25000 1449.00| PLANT, GLEDITSIA TRIACANTHOS INERMIS | | | 0041 622-99025 2.000 EACH| 395.00000 790.00| 362.25000 724.50| PLANT, BETULA NIGRA | | | 0042 622-99474 2005.000 EACH| 2.00000 4010.00| 2.05000 4110.25| PLANT, VINCA MINOR | | | 0043 702-51010 22.600 CYS | 395.00000 8927.00| 412.13000 9314.14| CONCRETE, B, ABOVE FOOTINGS | | | 0044 702-51015 44.500 CYS | 325.00000 14462.50| 328.39000 14613.36| CONCRETE, B, FOOTINGS | | | 0045 703-51030 8368.000 LBS | 1.00000 8368.00| 0.86000 7196.48| REINFORCING STEEL | | | 0046 712-03812 9.000 EACH| 1300.00000 11700.00| 1553.64000 13982.76| BENCH | | | 0047 714-02102 3143.100 SFT | 27.00000 84863.70| 25.42000 79897.60| RETAINING WALL, MODULAR, CONCRETE | | | 0048 715-05028 43.000 LFT | 25.00000 1075.00| 18.52000 796.36| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-05032 30.000 LFT | 30.00000 900.00| 20.11000 603.30| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0050 715-05152 2.000 LFT | 80.00000 160.00| 106.74000 213.48| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0051 715-05154 626.000 LFT | 45.00000 28170.00| 25.75000 16119.50| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0052 715-13015 121.000 LFT | 35.00000 4235.00| 19.25000 2329.25| PIPE, GROUP L, 15 IN. | | | 0053 715-44272 148.000 LFT | 5.00000 740.00| 20.96000 3102.08| PIPE, PVC OUTLET, 4 IN. | | | 0054 715-44276 596.000 LFT | 6.00000 3576.00| 4.74000 2825.04| PIPE, PVC, PERF., 4 IN. | | | 0055 715-46000 2.000 EACH| 250.00000 500.00| 217.53000 435.06| PIPE END SECTION, 12 IN. | | | 0056 715-46005 9.000 EACH| 350.00000 3150.00| 236.24000 2126.16| PIPE END SECTION, 15 IN. | | | 0057 715-46020 1.000 EACH| 500.00000 500.00| 309.64000 309.64| PIPE END SECTION, 24 IN. | | | 0058 718-52610 47.000 CYS | 19.00000 893.00| 47.55000 2234.85| AGGREGATE FOR UNDERDRAINS | | | 0059 720-45030 2.000 EACH| 1000.00000 2000.00| 924.44000 1848.88| INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 | |O'MARA, DAVE CONTRACTOR, INC|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45035 8.000 EACH| 1000.00000 8000.00| 934.12000 7472.96| INLET, F7 | | | 0061 720-45045 1.000 EACH| 1250.00000 1250.00| 1161.60000 1161.60| INLET, J10 | | | 0062 720-90349 1.000 EACH| 1525.00000 1525.00| 1471.36000 1471.36| MANHOLE, C8 | | | 0063 720-98555 1.000 EACH| 2000.00000 2000.00| 1541.54000 1541.54| INLET, C15 | | | 0064 801-04308 2.000 EACH| 1000.00000 2000.00| 336.00000 672.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 18.000 EACH| 140.00000 2520.00| 147.00000 2646.00| BARRICADE, IIIA | | | 0066 801-06606 2.000 EACH| 200.00000 400.00| 157.50000 315.00| BARRICADE, IIIB | | | 0067 801-06625 5.000 EACH| 185.00000 925.00| 105.00000 525.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 6.000 EACH| 185.00000 1110.00| 131.25000 787.50| CONSTRUCTION SIGN, A | | | 0069 801-06645 3.000 EACH| 30.00000 90.00| 42.00000 126.00| CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 22000.00000 22000.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0071 802-76025 28.250 SFT | 20.00000 565.00| 18.90000 533.93| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0072 802-76035 12.500 SFT | 16.00000 200.00| 15.75000 196.88| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0073 802-76055 8.000 LFT | 12.00000 96.00| 12.60000 100.80| SIGN POST, A | | | 0074 802-96248 168.500 LFT | 12.00000 2022.00| 16.33000 2751.61| POST, WOOD, 4 IN. X 4 IN. | | | 0075 802-96915 LUMP| 5500.00000 5500.00| 7140.00000 7140.00| SIGN, RELOCATE | | | 0076 805-01421 1.000 EACH| 200.00000 200.00| 201.60000 201.60| SERVICE POINT RISER AND WEATHERHEAD, | | | FURNISH | | | 0077 805-02353 111.000 LFT | 2.00000 222.00| 1.89000 209.79| WIRE, XHHW, NO. 4 COPPER, IN CONDUIT, | | | 1C 4GA. | | | 0078 805-86848 6572.000 LFT | 3.75000 24645.00| 3.73000 24513.56| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 3 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 167 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 810,519.03 ROUTE : CALL ORDER : 167 CONTRACT ID : R -24434-B COUNTIES : FLOYD LETTING DATE : 10/13/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0999231 | |O'MARA, DAVE CONTRACTOR, INC|HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 807-01889 31.000 EACH| 2075.00000 64325.00| 2005.50000 62170.50| LIGHT POLE, ORNAMENTAL, 12 FT., E.M.H., | | | WITH LUMINAIRE | | | 0080 807-04653 31.000 EACH| 525.00000 16275.00| 515.55000 15982.05| LIGHTING FOUNDATION | | | 0081 808-06726 22.000 LFT | 12.00000 264.00| 10.50000 231.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 881,645.65| $ 899,761.22| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 881,645.65| $ 899,761.22| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : B149020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 628,062.23 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 660,846.40 105.2198% 3 35-1151771 CALUMET ASPHALT PAVING COMPANY, INC $ 664,125.80 105.7420% 4 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 674,538.00 107.3998% 5 35-1212938 ATLAS EXCAVATING, INC. $ 696,882.65 110.9575% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 762,448.15 121.3969% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1151771 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |CALUMET ASPHALT PAVING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 AUXILIARY LANES CONSTRUCTION | | | 0001 105-01925 6.000 MOS | 1543.96000 9263.76| 1234.60000 7407.60| 1988.50000 11931.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 11857.44000 11857.44| 9132.00000 9132.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32573.33000 32573.33| 31000.00000 31000.00| 22320.00000 22320.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 754.000 m2 | 4.00000 3016.00| 16.44000 12395.76| 9.18000 6921.72 PAVEMENT, REMOVE | | | 0005 202-02241 18.000 m | 22.50000 405.00| 39.34000 708.12| 27.50000 495.00 GUARDRAIL, REMOVE | | | 0006 202-02272 3.000 m | 50.00000 150.00| 75.66000 226.98| 144.50000 433.50 PAVED SIDE DITCH, REMOVE | | | 0007 202-02278 514.000 m | 6.96000 3577.44| 17.41000 8948.74| 9.43000 4847.02 CURB, CONCRETE, REMOVE | | | 0008 202-60815 150.000 m | 7.62000 1143.00| 42.16000 6324.00| 17.59000 2638.50 CENTER CURB, REMOVE | | | 0009 202-60820 7955.000 m2 | 1.99000 15830.45| 2.41000 19171.55| 1.26000 10023.30 SURFACE MILLING, ASPHALT | | | 0010 202-60822 319.000 m2 | 1.99000 634.81| 2.45000 781.55| 1.13000 360.47 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-74045 3.000 EACH| 32.72000 98.16| 44.96000 134.88| 42.20000 126.60 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0012 202-78515 LUMP| 2175.20000 2175.20| 1123.93000 1123.93| 1055.67000 1055.67 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1151771 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |CALUMET ASPHALT PAVING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-91385 5.000 EACH| 143.99000 719.95| 581.60000 2908.00| 809.90000 4049.50 INLET, REMOVE | | | 0014 202-96133 22.600 m | 66.46000 1502.00| 70.69000 1597.59| 119.50000 2700.70 PIPE, REMOVE | | | 0015 203-02000 1422.000 m3 | 23.72000 33729.84| 28.13000 40000.86| 33.33000 47395.26 EXCAVATION, COMMON | | | 0016 203-02045 184.000 m3 | 15.33000 2820.72| 41.93000 7715.12| 25.19000 4634.96 EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 203-02070 224.000 m3 | 11.22000 2513.28| 40.03000 8966.72| 59.24000 13269.76 BORROW | | | 0018 205-02224 425.000 m | 6.98000 2966.50| 6.07000 2579.75| 5.70000 2422.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-02234 2.000 EACH| 89.25000 178.50| 84.29000 168.58| 79.20000 158.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02236 3.000 EACH| 78.75000 236.25| 84.29000 252.87| 79.20000 237.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 2.000 EACH| 73.50000 147.00| 84.29000 168.58| 79.20000 158.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 206-51230 112.000 m3 | 13.18000 1476.16| 25.84000 2894.08| 62.08000 6952.96 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 211-02060 81.000 m3 | 24.53000 1986.93| 40.95000 3316.95| 49.90000 4041.90 B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 360.000 Mg | 17.41000 6267.60| 25.02000 9007.20| 31.71000 11415.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 401-05437 2094.000 Mg | 42.00000 87948.00| 44.96000 94146.24| 42.36000 88701.84 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 407.000 Mg | 44.10000 17948.70| 47.20000 19210.40| 46.15000 18783.05 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 821.000 Mg | 52.50000 43102.50| 56.20000 46140.20| 54.14000 44448.94 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05495 181.000 Mg | 47.25000 8552.25| 50.58000 9154.98| 37.92000 6863.52 HMA WEDGE AND LEVEL | | | 0030 601-06037 2.000 EACH| 577.50000 1155.00| 730.55000 1461.10| 580.60000 1161.20 GUARDRAIL END TREATMENT, I | | | 0031 601-06224 2.000 EACH| 25095.00000 50190.00| 29053.54000 58107.08| 25230.47000 50460.94 IMPACT ATTENUATOR, CR, W1, 70 km/h | | | 0032 601-99105 38.100 m | 34.65000 1320.17| 44.40000 1691.64| 34.80000 1325.88 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1151771 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |CALUMET ASPHALT PAVING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99123 2.000 EACH| 1942.50000 3885.00| 2191.66000 4383.32| 1952.99000 3905.98 GUARDRAIL TRANSITION, GP | | | 0034 605-06120 260.000 m | 40.14000 10436.40| 69.96000 18189.60| 63.12000 16411.20 CURB, CONCRETE | | | 0035 605-06255 449.500 m2 | 58.81000 26435.10| 43.58000 19589.21| 89.61000 40279.70 CENTER CURB, D, CONCRETE | | | 0036 615-01323 5.000 EACH| 371.47000 1857.35| 561.96000 2809.80| 450.80000 2254.00 MONUMENT. IDOT CENTERLINE, INSTALL | | | 0037 621-01004 1.000 EACH| 682.50000 682.50| 786.75000 786.75| 739.00000 739.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06548 1.500 kg | 47.25000 70.88| 61.82000 92.73| 58.10000 87.15 SEED MIXTURE, CV | | | 0039 621-06560 1200.000 m2 | 1.63000 1956.00| 0.88000 1056.00| 0.82000 984.00 MULCHED SEEDING, U | | | 0040 621-06567 8.000 kL | 1.05000 8.40| 1.12000 8.96| 1.10000 8.80 WATER | | | 0041 621-06575 417.000 m2 | 3.94000 1642.98| 5.73000 2389.41| 5.38000 2243.46 SODDING, NURSERY | | | 0042 702-51863 144.000 EACH| 6.51000 937.44| 12.32000 1774.08| 10.56000 1520.64 FIELD DRILLED HOLE IN CONCRETE | | | 0043 702-90915 66.500 m3 | 397.32000 26421.78| 375.81000 24991.37| 279.80000 18606.70 CONCRETE, A | | | 0044 702-94709 33.000 m2 | 139.63000 4607.79| 448.14000 14788.62| 256.00000 8448.00 PORTLAND CEMENT CONCRETE FOR PATCHING | | | CRC PAVEMENT | | | 0045 703-51032 1908.000 kg | 1.49000 2842.92| 1.18000 2251.44| 2.33000 4445.64 REINFORCING STEEL, EPOXY COATED | | | 0046 715-05149 6.000 m | 193.62000 1161.72| 315.35000 1892.10| 263.50000 1581.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0047 715-41045 1.000 m | 398.57000 398.57| 976.77000 976.77| 737.70000 737.70 PIPE, REINFORCED CONCRETE, 300 mm | | | 0048 720-45045 3.000 EACH| 749.84000 2249.52| 1260.20000 3780.60| 1870.81000 5612.43 INLET, J10 | | | 0049 801-04308 4.000 EACH| 252.00000 1008.00| 269.74000 1078.96| 248.10000 992.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 2485.000 m | 3.10000 7703.50| 3.32000 8250.20| 3.27000 8125.95 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06211 4.000 EACH| 118.13000 472.52| 126.44000 505.76| 105.60000 422.40 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1151771 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |CALUMET ASPHALT PAVING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06218 63.000 m | 18.38000 1157.94| 19.67000 1239.21| 20.10000 1266.30 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0053 801-06606 8.000 EACH| 63.00000 504.00| 67.44000 539.52| 105.60000 844.80 BARRICADE, IIIB | | | 0054 801-06640 26.000 EACH| 52.50000 1365.00| 56.20000 1461.20| 84.50000 2197.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 13.000 EACH| 26.25000 341.25| 28.10000 365.30| 37.00000 481.00 CONSTRUCTION SIGN, B | | | 0056 801-06710 75.000 DAY | 14.70000 1102.50| 15.73000 1179.75| 21.10000 1582.50 FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 55000.00000 55000.00| 8176.95000 8176.95| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0058 802-02489 9.700 m | 34.38000 333.49| 22.48000 218.06| 21.10000 204.67 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 4.200 m2 | 143.55000 602.91| 337.18000 1416.16| 316.70000 1330.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0060 805-01583 17.000 m | 37.79000 642.43| 20.23000 343.91| 19.00000 323.00 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | NON PAVED, 50 mm | | | 0061 805-01584 177.000 m | 36.82000 6517.14| 21.35000 3778.95| 20.06000 3550.62 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | PAVED, 50 mm | | | 0062 805-01585 8.000 m | 74.93000 599.44| 56.20000 449.60| 52.80000 422.40 CONDUIT, STEEL, GALVANIZED, 2 RACEWAY, | | | NON PAVED, 50 mm | | | 0063 805-01588 4.000 m | 154.33000 617.32| 78.67000 314.68| 73.90000 295.60 CONDUIT, STEEL, GALVANIZED, 4 RACEWAY, | | | NON PAVED, 50 mm | | | 0064 805-01589 4.000 m | 190.43000 761.72| 84.29000 337.16| 79.20000 316.80 CONDUIT, STEEL, GALVANIZED, 5 RACEWAY, | | | NON PAVED, 50 mm | | | 0065 805-01816 8.000 EACH| 1465.76000 11726.08| 561.96000 4495.68| 527.80000 4222.40 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0066 805-01842 1.000 EACH| 762.03000 762.03| 730.55000 730.55| 686.20000 686.20 HANDHOLE, SIGNAL | | | 0067 805-02087 LUMP| 434.88000 434.88| 280.98000 280.98| 263.90000 263.90 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1151771 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |CALUMET ASPHALT PAVING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 805-03596 399.000 m | 8.34000 3327.66| 5.62000 2242.38| 5.28000 2106.72 SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0069 805-78100 2.000 EACH| 11350.68000 22701.36| 14049.10000 28098.20| 13195.85000 26391.70 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0070 805-78205 12.000 EACH| 381.38000 4576.56| 460.81000 5529.72| 432.80000 5193.60 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0071 805-78230 2.000 EACH| 602.06000 1204.12| 730.55000 1461.10| 686.20000 1372.40 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0072 805-78415 8.000 EACH| 951.86000 7614.88| 786.75000 6294.00| 739.00000 5912.00 SPAN, CATENARY, AND TETHER | | | 0073 805-78420 6.000 EACH| 226.12000 1356.72| 280.98000 1685.88| 263.90000 1583.40 DISCONNECT HANGER | | | 0074 805-78445 2.000 EACH| 311.68000 623.36| 505.77000 1011.54| 475.10000 950.20 SIGNAL SERVICE | | | 0075 805-78465 38.000 m | 6.48000 246.24| 5.62000 213.56| 5.30000 201.40 SIGNAL CABLE, 2C 8GA. | | | 0076 805-78470 731.000 m | 0.35000 255.85| 0.59000 431.29| 0.53000 387.43 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0077 805-78485 190.000 m | 7.75000 1472.50| 3.93000 746.70| 3.69000 701.10 SIGNAL CABLE, 5C 14GA. | | | 0078 805-78490 30.000 m | 7.61000 228.30| 4.50000 135.00| 4.20000 126.00 SIGNAL CABLE, 7C 14GA. | | | 0079 805-78500 309.000 m | 8.72000 2694.48| 5.62000 1736.58| 5.28000 1631.52 SIGNAL CABLE, 11C 14GA. | | | 0080 805-78510 849.000 m | 3.38000 2869.62| 3.65000 3098.85| 3.43000 2912.07 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0081 805-78795 258.000 m | 20.25000 5224.50| 22.48000 5799.84| 21.11000 5446.38 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0082 805-78925 1.000 EACH| 940.46000 940.46| 561.96000 561.96| 527.80000 527.80 CONTROLLER CABINET FOUNDATION, P1 | | | 0083 805-81032 8.000 EACH| 2383.97000 19071.76| 3484.18000 27873.44| 3272.57000 26180.56 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0084 805-92951 2.000 EACH| 304.64000 609.28| 224.79000 449.58| 211.10000 422.20 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0085 805-95524 4.000 EACH| 210.00000 840.00| 224.79000 899.16| 211.10000 844.40 HANDHOLE COVER | | | 0086 807-98690 4.000 EACH| 420.00000 1680.00| 168.59000 674.36| 158.40000 633.60 HANDHOLE ADJUSTED TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1151771 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |CALUMET ASPHALT PAVING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 808-06711 264.000 m | 0.44000 116.16| 0.47000 124.08| 0.87000 229.68 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0088 808-06713 1441.000 m | 0.44000 634.04| 0.47000 677.27| 0.87000 1253.67 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 832.000 m | 0.44000 366.08| 0.47000 391.04| 0.87000 723.84 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0090 808-75297 60.000 m | 14.18000 850.80| 15.17000 910.20| 11.30000 678.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0091 808-75320 7.000 EACH| 57.75000 404.25| 61.82000 432.74| 58.10000 406.70 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0092 808-75325 7.000 EACH| 78.75000 551.25| 84.29000 590.03| 68.60000 480.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0093 406-05520 7.400 Mg | 157.50000 1165.50| 168.59000 1247.57| 696.90000 5157.06 ASPHALT FOR TACK COAT | | | 0094 801-06198 50.000 DAY | 400.75000 20037.50| 449.57000 22478.50| 422.30000 21115.00 PATROLLER | | | 0095 808-06716 400.000 m | 1.31000 524.00| 1.40000 560.00| 1.74000 696.00 LINE, REMOVE | | | SECTION TOTALS | $ 628,062.23| $ 660,846.40| $ 664,125.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 628,062.23| $ 660,846.40| $ 664,125.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION COM|ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 AUXILIARY LANES CONSTRUCTION | | | 0001 105-01925 6.000 MOS | 2200.00000 13200.00| 750.00000 4500.00| 3309.21000 19855.26 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11800.00000 11800.00| 12000.00000 12000.00| 11104.93000 11104.93 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21205.95000 21205.95| 40000.00000 40000.00| 38360.00000 38360.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 754.000 m2 | 20.00000 15080.00| 16.00000 12064.00| 32.12000 24218.48 PAVEMENT, REMOVE | | | 0005 202-02241 18.000 m | 28.00000 504.00| 5.80000 104.40| 103.05000 1854.90 GUARDRAIL, REMOVE | | | 0006 202-02272 3.000 m | 42.00000 126.00| 105.00000 315.00| 51.42000 154.26 PAVED SIDE DITCH, REMOVE | | | 0007 202-02278 514.000 m | 13.00000 6682.00| 14.00000 7196.00| 12.89000 6625.46 CURB, CONCRETE, REMOVE | | | 0008 202-60815 150.000 m | 50.00000 7500.00| 25.00000 3750.00| 22.64000 3396.00 CENTER CURB, REMOVE | | | 0009 202-60820 7955.000 m2 | 1.65000 13125.75| 1.40000 11137.00| 1.65000 13125.75 SURFACE MILLING, ASPHALT | | | 0010 202-60822 319.000 m2 | 2.00000 638.00| 3.20000 1020.80| 2.14000 682.66 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-74045 3.000 EACH| 42.00000 126.00| 45.00000 135.00| 48.42000 145.26 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0012 202-78515 LUMP| 1050.00000 1050.00| 1200.00000 1200.00| 3111.49000 3111.49 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-91385 5.000 EACH| 500.00000 2500.00| 410.00000 2050.00| 236.16000 1180.80 INLET, REMOVE | | | 0014 202-96133 22.600 m | 70.00000 1582.00| 280.00000 6328.00| 122.07000 2758.78 PIPE, REMOVE | | | 0015 203-02000 1422.000 m3 | 30.00000 42660.00| 19.00000 27018.00| 37.59000 53452.98 EXCAVATION, COMMON | | | 0016 203-02045 184.000 m3 | 30.00000 5520.00| 19.00000 3496.00| 24.54000 4515.36 EXCAVATION FOR SUBGRADE TREATMENT | | | 0017 203-02070 224.000 m3 | 33.00000 7392.00| 19.00000 4256.00| 30.42000 6814.08 BORROW | | | 0018 205-02224 425.000 m | 6.00000 2550.00| 6.60000 2805.00| 5.68000 2414.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-02234 2.000 EACH| 78.00000 156.00| 85.00000 170.00| 78.95000 157.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION COM|ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02236 3.000 EACH| 78.00000 234.00| 85.00000 255.00| 78.95000 236.85 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 2.000 EACH| 78.00000 156.00| 95.00000 190.00| 78.95000 157.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 206-51230 112.000 m3 | 260.00000 29120.00| 45.00000 5040.00| 43.26000 4845.12 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 211-02060 81.000 m3 | 35.00000 2835.00| 30.00000 2430.00| 17.39000 1408.59 B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 360.000 Mg | 19.00000 6840.00| 21.00000 7560.00| 30.85000 11106.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 401-05437 2094.000 Mg | 40.00000 83760.00| 42.00000 87948.00| 45.00000 94230.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 407.000 Mg | 42.00000 17094.00| 44.00000 17908.00| 54.00000 21978.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 821.000 Mg | 50.00000 41050.00| 52.00000 42692.00| 69.00000 56649.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05495 181.000 Mg | 45.00000 8145.00| 47.00000 8507.00| 65.00000 11765.00 HMA WEDGE AND LEVEL | | | 0030 601-06037 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 578.93000 1157.86 GUARDRAIL END TREATMENT, I | | | 0031 601-06224 2.000 EACH| 26000.00000 52000.00| 25000.00000 50000.00| 25157.14000 50314.28 IMPACT ATTENUATOR, CR, W1, 70 km/h | | | 0032 601-99105 38.100 m | 36.00000 1371.60| 35.00000 1333.50| 34.74000 1323.59 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 601-99123 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 1947.31000 3894.62 GUARDRAIL TRANSITION, GP | | | 0034 605-06120 260.000 m | 80.00000 20800.00| 44.00000 11440.00| 52.63000 13683.80 CURB, CONCRETE | | | 0035 605-06255 449.500 m2 | 64.00000 28768.00| 115.00000 51692.50| 86.72000 38980.64 CENTER CURB, D, CONCRETE | | | 0036 615-01323 5.000 EACH| 415.00000 2075.00| 65.00000 325.00| 1123.44000 5617.20 MONUMENT. IDOT CENTERLINE, INSTALL | | | 0037 621-01004 1.000 EACH| 735.00000 735.00| 730.00000 730.00| 736.82000 736.82 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06548 1.500 kg | 58.00000 87.00| 58.00000 87.00| 57.89000 86.84 SEED MIXTURE, CV | | | 0039 621-06560 1200.000 m2 | 1.00000 1200.00| 0.85000 1020.00| 0.82000 984.00 MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION COM|ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06567 8.000 kL | 1.00000 8.00| 1.10000 8.80| 1.05000 8.40 WATER | | | 0041 621-06575 417.000 m2 | 5.50000 2293.50| 5.30000 2210.10| 5.37000 2239.29 SODDING, NURSERY | | | 0042 702-51863 144.000 EACH| 12.60000 1814.40| 7.00000 1008.00| 10.53000 1516.32 FIELD DRILLED HOLE IN CONCRETE | | | 0043 702-90915 66.500 m3 | 500.00000 33250.00| 530.00000 35245.00| 307.17000 20426.81 CONCRETE, A | | | 0044 702-94709 33.000 m2 | 200.00000 6600.00| 190.00000 6270.00| 255.26000 8423.58 PORTLAND CEMENT CONCRETE FOR PATCHING | | | CRC PAVEMENT | | | 0045 703-51032 1908.000 kg | 2.30000 4388.40| 1.90000 3625.20| 2.33000 4445.64 REINFORCING STEEL, EPOXY COATED | | | 0046 715-05149 6.000 m | 190.00000 1140.00| 260.00000 1560.00| 435.63000 2613.78 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0047 715-41045 1.000 m | 500.00000 500.00| 500.00000 500.00| 1025.32000 1025.32 PIPE, REINFORCED CONCRETE, 300 mm | | | 0048 720-45045 3.000 EACH| 1400.00000 4200.00| 1100.00000 3300.00| 1372.85000 4118.55 INLET, J10 | | | 0049 801-04308 4.000 EACH| 252.00000 1008.00| 260.00000 1040.00| 252.63000 1010.52 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 2485.000 m | 3.00000 7455.00| 3.25000 8076.25| 3.11000 7728.35 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06211 4.000 EACH| 118.00000 472.00| 120.00000 480.00| 118.42000 473.68 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0052 801-06218 63.000 m | 18.00000 1134.00| 18.00000 1134.00| 18.42000 1160.46 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0053 801-06606 8.000 EACH| 62.00000 496.00| 80.00000 640.00| 63.16000 505.28 BARRICADE, IIIB | | | 0054 801-06640 26.000 EACH| 53.00000 1378.00| 70.00000 1820.00| 52.63000 1368.38 CONSTRUCTION SIGN, A | | | 0055 801-06645 13.000 EACH| 26.00000 338.00| 33.00000 429.00| 26.32000 342.16 CONSTRUCTION SIGN, B | | | 0056 801-06710 75.000 DAY | 15.00000 1125.00| 15.00000 1125.00| 14.74000 1105.50 FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 35000.00000 35000.00| 76000.00000 76000.00| 62081.37000 62081.37 MAINTAINING TRAFFIC | | | 0058 802-02489 9.700 m | 22.00000 213.40| 37.00000 358.90| 38.95000 377.82 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION COM|ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 802-76025 4.200 m2 | 315.00000 1323.00| 162.00000 680.40| 172.63000 725.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0060 805-01583 17.000 m | 19.00000 323.00| 19.00000 323.00| 46.71000 794.07 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | NON PAVED, 50 mm | | | 0061 805-01584 177.000 m | 20.00000 3540.00| 21.00000 3717.00| 49.47000 8756.19 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | PAVED, 50 mm | | | 0062 805-01585 8.000 m | 52.00000 416.00| 52.00000 416.00| 64.21000 513.68 CONDUIT, STEEL, GALVANIZED, 2 RACEWAY, | | | NON PAVED, 50 mm | | | 0063 805-01588 4.000 m | 73.00000 292.00| 73.00000 292.00| 108.42000 433.68 CONDUIT, STEEL, GALVANIZED, 4 RACEWAY, | | | NON PAVED, 50 mm | | | 0064 805-01589 4.000 m | 79.00000 316.00| 78.00000 312.00| 143.15000 572.60 CONDUIT, STEEL, GALVANIZED, 5 RACEWAY, | | | NON PAVED, 50 mm | | | 0065 805-01816 8.000 EACH| 525.00000 4200.00| 530.00000 4240.00| 669.45000 5355.60 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0066 805-01842 1.000 EACH| 682.00000 682.00| 685.00000 685.00| 796.82000 796.82 HANDHOLE, SIGNAL | | | 0067 805-02087 LUMP| 262.00000 262.00| 300.00000 300.00| 454.72000 454.72 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0068 805-03596 399.000 m | 5.50000 2194.50| 5.30000 2114.70| 5.53000 2206.47 SIGNAL INTERCONNECT CABLE, 6c, TWISTED | | | PAIR, COPPER | | | 0069 805-78100 2.000 EACH| 13000.00000 26000.00| 13100.00000 26200.00| 11660.71000 23321.42 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0070 805-78205 12.000 EACH| 430.00000 5160.00| 435.00000 5220.00| 428.41000 5140.92 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0071 805-78230 2.000 EACH| 682.00000 1364.00| 685.00000 1370.00| 679.98000 1359.96 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0072 805-78415 8.000 EACH| 735.00000 5880.00| 740.00000 5920.00| 1411.54000 11292.32 SPAN, CATENARY, AND TETHER | | | 0073 805-78420 6.000 EACH| 262.00000 1572.00| 265.00000 1590.00| 230.52000 1383.12 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION COM|ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 805-78445 2.000 EACH| 472.00000 944.00| 475.00000 950.00| 448.41000 896.82 SIGNAL SERVICE | | | 0075 805-78465 38.000 m | 5.25000 199.50| 5.20000 197.60| 5.89000 223.82 SIGNAL CABLE, 2C 8GA. | | | 0076 805-78470 731.000 m | 0.55000 402.05| 0.55000 402.05| 1.39000 1016.09 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0077 805-78485 190.000 m | 3.70000 703.00| 3.70000 703.00| 3.68000 699.20 SIGNAL CABLE, 5C 14GA. | | | 0078 805-78490 30.000 m | 4.30000 129.00| 4.25000 127.50| 4.19000 125.70 SIGNAL CABLE, 7C 14GA. | | | 0079 805-78500 309.000 m | 5.30000 1637.70| 5.30000 1637.70| 4.32000 1334.88 SIGNAL CABLE, 11C 14GA. | | | 0080 805-78510 849.000 m | 3.40000 2886.60| 3.40000 2886.60| 2.48000 2105.52 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0081 805-78795 258.000 m | 21.00000 5418.00| 21.50000 5547.00| 26.53000 6844.74 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0082 805-78925 1.000 EACH| 525.00000 525.00| 530.00000 530.00| 726.29000 726.29 CONTROLLER CABINET FOUNDATION, P1 | | | 0083 805-81032 8.000 EACH| 3255.00000 26040.00| 3300.00000 26400.00| 2642.03000 21136.24 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0084 805-92951 2.000 EACH| 210.00000 420.00| 220.00000 440.00| 251.57000 503.14 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0085 805-95524 4.000 EACH| 210.00000 840.00| 220.00000 880.00| 294.73000 1178.92 HANDHOLE COVER | | | 0086 807-98690 4.000 EACH| 157.50000 630.00| 160.00000 640.00| 285.26000 1141.04 HANDHOLE ADJUSTED TO GRADE | | | 0087 808-06711 264.000 m | 0.45000 118.80| 0.45000 118.80| 0.44000 116.16 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0088 808-06713 1441.000 m | 0.45000 648.45| 0.45000 648.45| 0.44000 634.04 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 832.000 m | 0.45000 374.40| 0.45000 374.40| 0.44000 366.08 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0090 808-75297 60.000 m | 14.00000 840.00| 14.10000 846.00| 14.21000 852.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0091 808-75320 7.000 EACH| 57.00000 399.00| 58.00000 406.00| 57.89000 405.23 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0092 808-75325 7.000 EACH| 78.00000 546.00| 79.00000 553.00| 78.95000 552.65 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 171 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 601,075.74 ROUTE : 86th ST CALL ORDER : 171 CONTRACT ID : R -24556-A COUNTIES : MARION LETTING DATE : 10/13/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1212938 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION COM|ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 406-05520 7.400 Mg | 150.00000 1110.00| 265.00000 1961.00| 178.00000 1317.20 ASPHALT FOR TACK COAT | | | 0094 801-06198 50.000 DAY | 360.00000 18000.00| 360.00000 18000.00| 450.67000 22533.50 PATROLLER | | | 0095 808-06716 400.000 m | 1.30000 520.00| 1.30000 520.00| 1.44000 576.00 LINE, REMOVE | | | SECTION TOTALS | $ 674,538.00| $ 696,882.65| $ 762,448.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 674,538.00| $ 696,882.65| $ 762,448.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 181 CONTRACT ID : R -24571-A COUNTIES : MONTGOMERY LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9954028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,353,526.70 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,483,138.90 109.5758% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,532,197.02 113.2003% 4 35-1636776 LINKEL COMPANY IRREGULAR BID $ 1,551,600.80 114.6339% 5 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,740,778.19 128.6105% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 35,362.84 ROUTE : 237 CALL ORDER : 191 CONTRACT ID : R -24723-A COUNTIES : PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 03/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0951OOG SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0958970 LUTGRING BROTHERS, INC. $ 19,922.83 100.0000% 2 35-1924539 LANGENFELD WRECKING, INC. $ 22,400.72 112.4374% 3 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 28,190.15 141.4967% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 28,748.88 144.3011% 5 35-1714030 MILES EXCAVATING, INC. $ 29,393.64 147.5374% 6 35-1763075 NAAS BROTHERS TRUCKING, INC. $ 34,924.01 175.2964% 7 35-1770090 GRUBB EXCAVATING, INC. $ 36,468.25 183.0475% 8 35-2064912 B & P CONSTRUCTION $ 36,874.28 185.0855% 9 35-1636776 LINKEL COMPANY $ 82,500.00 414.0977% ==================================================================================================================================== |(1) 35-0958970 |(2) 35-1924539 |(3) 35-1817574 |LUTGRING BROTHERS, INC. |LANGENFELD WRECKING, INC. |YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AAND BUILDINGS | | | 0001 202-03000 LUMP| 4000.00000 4000.00| 3300.00000 3300.00| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0002 202-03000 LUMP| 4500.00000 4500.00| 5100.00000 5100.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0003 202-03000 LUMP| 3500.00000 3500.00| 5400.00000 5400.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 87 | | | 0004 202-03000 LUMP| 4800.00000 4800.00| 4850.00000 4850.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0005 621-01004 1.000 EACH| 420.00000 420.00| 900.00000 900.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 1.800 Mg | 530.00000 954.00| 300.00000 540.00| 500.00000 900.00 FERTILIZER | | | 0007 621-06553 136.080 kg | 6.60000 898.13| 9.00000 1224.72| 5.00000 680.40 SEED MIXTURE, R | | | 0008 621-06565 1.810 Mg | 470.00000 850.70| 600.00000 1086.00| 475.00000 859.75 MULCHING MATERIAL | | | SECTION TOTALS | $ 19,922.83| $ 22,400.72| $ 28,190.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,922.83| $ 22,400.72| $ 28,190.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 35,362.84 ROUTE : 237 CALL ORDER : 191 CONTRACT ID : R -24723-A COUNTIES : PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1714030 |(6) 35-1763075 |ALPHA EXCAVATING & LANDSCAPI|MILES EXCAVATING, INC. |NAAS BROTHERS TRUCKING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AAND BUILDINGS | | | 0001 202-03000 LUMP| 6650.00000 6650.00| 6400.00000 6400.00| 8900.00000 8900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0002 202-03000 LUMP| 6650.00000 6650.00| 5700.00000 5700.00| 7800.00000 7800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0003 202-03000 LUMP| 6650.00000 6650.00| 6100.00000 6100.00| 7900.00000 7900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 87 | | | 0004 202-03000 LUMP| 6650.00000 6650.00| 7300.00000 7300.00| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0005 621-01004 1.000 EACH| 600.00000 600.00| 650.00000 650.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 1.800 Mg | 250.00000 450.00| 590.00000 1062.00| 222.22000 400.00 FERTILIZER | | | 0007 621-06553 136.080 kg | 4.75000 646.38| 8.65000 1177.09| 2.80000 381.02 SEED MIXTURE, R | | | 0008 621-06565 1.810 Mg | 250.00000 452.50| 555.00000 1004.55| 134.25000 242.99 MULCHING MATERIAL | | | SECTION TOTALS | $ 28,748.88| $ 29,393.64| $ 34,924.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,748.88| $ 29,393.64| $ 34,924.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 35,362.84 ROUTE : 237 CALL ORDER : 191 CONTRACT ID : R -24723-A COUNTIES : PERRY LETTING DATE : 10/13/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1770090 |(8) 35-2064912 |(9) 35-1636776 |GRUBB EXCAVATING, INC. |B & P CONSTRUCTION |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AAND BUILDINGS | | | 0001 202-03000 LUMP| 7000.00000 7000.00| 7906.00000 7906.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0002 202-03000 LUMP| 9500.00000 9500.00| 9026.00000 9026.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 64 | | | 0003 202-03000 LUMP| 7500.00000 7500.00| 8466.00000 8466.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 87 | | | 0004 202-03000 LUMP| 8500.00000 8500.00| 9586.00000 9586.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0005 621-01004 1.000 EACH| 650.00000 650.00| 700.00000 700.00| 1010.76000 1010.76 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 1.800 Mg | 600.00000 1080.00| 350.00000 630.00| 500.00000 900.00 FERTILIZER | | | 0007 621-06553 136.080 kg | 8.80000 1197.50| 3.00000 408.24| 3.00000 408.24 SEED MIXTURE, R | | | 0008 621-06565 1.810 Mg | 575.00000 1040.75| 84.00000 152.04| 100.00000 181.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 36,468.25| $ 36,874.28| $ 82,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 36,468.25| $ 36,874.28| $ 82,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 41 CALL ORDER : 201 CONTRACT ID : R -24726-A COUNTIES : VIGO LETTING DATE : 10/13/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 81,759.49 100.0000% 2 35-0734255 WABASH VALLEY ASPHALT COMPANY, INC. $ 92,328.23 112.9266% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,076,006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 6602006 6602005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 9,860,481.70 100.0000% 2 34-0907180 WAGNER, E.S. COMPANY $ 9,995,968.59 101.3740% 3 35-1315965 FOX CONTRACTORS CORPORATION $ 10,150,800.05 102.9442% 4 35-1139301 E & B PAVING, INC. $ 10,315,416.13 104.6137% 5 38-1894432 IAFRATE, ANGELO CONSTRUCTION COMPANY $ 10,445,273.31 105.9306% 6 35-1875662 CRIDER & CRIDER, INC. $ 10,570,834.48 107.2040% 7 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 10,837,442.95 109.9078% 8 34-4456871 MILLER BROS. CONSTR., INC. $ 10,855,178.57 110.0877% ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD AND BRIDGE CONSTRUCTION | | | 0001 105-01925 24.000 MOS | 350.00000 8400.00| 2500.00000 60000.00| 300.00000 7200.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 13313.77000 13313.77| 165000.00000 165000.00| 102900.00000 102900.00 CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 8860.00000 8860.00| 10000.00000 10000.00| 11000.00000 11000.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 445524.00000 445524.00| 493000.00000 493000.00| 400000.00000 400000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 42235.87000 42235.87| 94000.00000 94000.00| 36000.00000 36000.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 1538.000 LFT | 1.50000 2307.00| 1.50000 2307.00| 1.55000 2383.90 GUARDRAIL, REMOVE | | | 0007 202-02273 619.700 SYS | 4.50000 2788.65| 7.00000 4337.90| 4.50000 2788.65 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-03000 LUMP| 2500.00000 2500.00| 11000.00000 11000.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0009 202-03000 LUMP| 2500.00000 2500.00| 8500.00000 8500.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0010 202-94793 710.000 LFT | 3.51000 2492.10| 8.00000 5680.00| 3.50000 2485.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,076,006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 203-02000 344731.000 CYS | 4.00000 1378924.00| 2.70000 930773.70| 4.00000 1378924.00 EXCAVATION, COMMON | | | 0012 203-02045 58641.000 CYS | 0.10000 5864.10| 2.50000 146602.50| 0.10000 5864.10 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 203-51223 557.000 CYS | 3.67000 2044.19| 9.00000 5013.00| 4.00000 2228.00 EXCAVATION, WATERWAY | | | 0014 205-02224 4105.000 LFT | 1.55000 6362.75| 1.70000 6978.50| 2.00000 8210.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02226 400.000 LFT | 10.00000 4000.00| 10.00000 4000.00| 1.00000 400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0016 205-02228 204.000 LFT | 20.76000 4235.04| 10.00000 2040.00| 20.76000 4235.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0017 205-02229 7235.000 LFT | 2.05000 14831.75| 2.05000 14831.75| 1.00000 7235.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02231 3628.000 LFT | 12.00000 43536.00| 9.50000 34466.00| 12.00000 43536.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-02232 1.000 CYS | 100.00000 100.00| 50.00000 50.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0020 205-02234 23.000 EACH| 55.00000 1265.00| 55.00000 1265.00| 55.00000 1265.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0021 205-02236 3.000 EACH| 60.00000 180.00| 60.00000 180.00| 55.00000 165.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 205-02237 23.000 EACH| 35.00000 805.00| 35.00000 805.00| 55.00000 1265.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0023 205-02770 2340.000 SYS | 1.55000 3627.00| 1.55000 3627.00| 1.80000 4212.00 EROSION CONTROL BLANKET | | | 0024 211-02060 6794.100 CYS | 17.00000 115499.70| 10.00000 67941.00| 17.00000 115499.70 B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 28.000 CYS | 140.00000 3920.00| 80.00000 2240.00| 310.00000 8680.00 FLOWABLE MORTAR | | | 0026 303-04095 2745.000 TON | 13.00000 35685.00| 10.00000 27450.00| 11.40000 31293.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,076,006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 303-52308 36801.000 TON | 7.60000 279687.60| 8.25000 303608.25| 7.80000 287047.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0029 304-04403 34042.900 CYS | 20.30000 691070.87| 15.50000 527664.95| 20.25000 689368.73 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0030 305-05206 448.000 TON | 22.10000 9900.80| 27.00000 12096.00| 22.90000 10259.20 WIDENING WITH HMA | | | 0031 401-05437 7285.000 TON | 23.90000 174111.50| 26.25000 191231.25| 24.55000 178846.75 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0032 401-05455 6294.000 TON | 21.60000 135950.40| 27.75000 174658.50| 22.40000 140985.60 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0033 401-05456 2752.000 TON | 26.65000 73340.80| 37.25000 102512.00| 27.60000 75955.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0034 401-05459 15555.000 TON | 25.90000 402874.50| 23.00000 357765.00| 26.80000 416874.00 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0035 401-06264 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 5179.00000 5179.00 PROFILOGRAPH, HMA | | | 0036 404-05511 39844.000 SYS | 0.50000 19922.00| 0.50000 19922.00| 0.50000 19922.00 SEAL COAT, 2 | | | 0037 405-05517 95.000 TON | 250.00000 23750.00| 200.00000 19000.00| 258.00000 24510.00 ASPHALT FOR PRIME COAT | | | 0038 406-05520 22.150 TON | 200.00000 4430.00| 175.00000 3876.25| 207.00000 4585.05 ASPHALT FOR TACK COAT | | | 0039 501-05090 966.200 SYS | 58.00000 56039.60| 55.00000 53141.00| 64.20000 62030.04 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0040 501-05240 56448.000 LFT | 5.65000 318931.20| 6.00000 338688.00| 6.00000 338688.00 CONTRACTION JOINT, D1 | | | 0041 501-05310 136.000 LFT | 150.00000 20400.00| 42.00000 5712.00| 20.00000 2720.00 TERMINAL JOINT | | | 0042 501-06266 LUMP| 5228.00000 5228.00| 6500.00000 6500.00| 9466.00000 9466.00 PROFILOGRAPH, PCCP | | | 0043 501-06321 112901.000 SYS | 19.40000 2190279.40| 20.40000 2303180.40| 20.40000 2303180.40 QC/QA PCCP, 10 IN. | | | 0044 601-01522 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1191.00000 4764.00 GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-94689 4.000 EACH| 3150.00000 12600.00| 3150.00000 12600.00| 3263.00000 13052.00 GUARDRAIL END TREATMENT, OS | | | 0046 601-97774 1.000 EACH| 2150.00000 2150.00| 2150.00000 2150.00| 2227.00000 2227.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0047 601-99105 650.000 LFT | 10.00000 6500.00| 10.00000 6500.00| 10.36000 6734.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,076,006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 602-06729 18.000 EACH| 7.50000 135.00| 7.50000 135.00| 7.75000 139.50 BARRIER DELINEATOR | | | 0049 603-06040 47868.000 LFT | 2.92000 139774.56| 2.92000 139774.56| 3.00000 143604.00 FENCE, FARM FIELD, 47 IN. | | | 0050 603-97603 596.000 LFT | 12.22000 7283.12| 12.22000 7283.12| 12.70000 7569.20 FENCE, CHAIN LINK, 60 IN. | | | 0051 605-06260 25563.000 SYS | 20.40000 521485.20| 20.40000 521485.20| 21.47000 548837.61 CENTER CURB, A, CONCRETE, MODIFIED | | | 0052 610-05527 284.400 TON | 41.25000 11731.50| 36.00000 10238.40| 42.70000 12143.88 HMA FOR APPROACHES | | | 0053 611-06497 9.000 EACH| 115.00000 1035.00| 115.00000 1035.00| 120.00000 1080.00 MAILBOX ASSEMBLY, SINGLE | | | 0054 615-06490 48.000 EACH| 105.00000 5040.00| 105.00000 5040.00| 109.00000 5232.00 RIGHT OF WAY MARKER | | | 0055 615-06505 16.000 EACH| 305.00000 4880.00| 305.00000 4880.00| 315.00000 5040.00 MONUMENT, B | | | 0056 615-06510 13.000 EACH| 205.00000 2665.00| 205.00000 2665.00| 212.00000 2756.00 MONUMENT, C | | | 0057 615-06515 13.000 EACH| 145.00000 1885.00| 145.00000 1885.00| 150.00000 1950.00 MONUMENT, D | | | 0058 615-06527 2.000 EACH| 225.00000 450.00| 225.00000 450.00| 233.00000 466.00 MONUMENT, SECTION CORNER | | | 0059 615-06530 5.000 EACH| 455.00000 2275.00| 455.00000 2275.00| 471.00000 2355.00 POST, BENCHMARK | | | 0060 616-02320 13630.000 SYS | 2.06000 28077.80| 1.15000 15674.50| 2.00000 27260.00 GEOTEXTILES | | | 0061 616-06405 6927.700 TON | 15.50000 107379.35| 14.00000 96987.80| 15.50000 107379.35 RIPRAP, REVETMENT | | | 0062 616-06451 1239.600 TON | 15.50000 19213.80| 14.00000 17354.40| 15.50000 19213.80 RIPRAP, UNIFORM | | | 0063 621-01004 3.000 EACH| 650.00000 1950.00| 650.00000 1950.00| 350.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 55.000 TON | 456.00000 25080.00| 456.00000 25080.00| 431.00000 23705.00 FERTILIZER | | | 0065 621-06548 830.000 LBS | 18.00000 14940.00| 18.00000 14940.00| 16.50000 13695.00 SEED MIXTURE, CV | | | 0066 621-06553 19533.000 LBS | 3.10000 60552.30| 3.10000 60552.30| 3.30000 64458.90 SEED MIXTURE, R | | | 0067 621-06557 6640.000 LBS | 5.78000 38379.20| 5.78000 38379.20| 3.50000 23240.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,076,006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 621-06565 396.000 TON | 351.00000 138996.00| 351.00000 138996.00| 323.00000 127908.00 MULCHING MATERIAL | | | 0069 621-06567 144.000 MG | 2.00000 288.00| 2.00000 288.00| 7.00000 1008.00 WATER | | | 0070 621-06574 36093.000 SYS | 2.35000 84818.55| 2.35000 84818.55| 2.60000 93841.80 SODDING | | | 0071 622-52436 23.000 EACH| 15.00000 345.00| 20.00000 460.00| 21.00000 483.00 SIGN, DO NOT MOW OR SPRAY | | | 0072 622-91786 5180.000 EACH| 7.00000 36260.00| 7.00000 36260.00| 7.20000 37296.00 SEEDLING | | | 0073 701-01849 1800.000 LFT | 20.74000 37332.00| 32.00000 57600.00| 24.80000 44640.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0074 701-51210 1040.000 LFT | 45.00000 46800.00| 21.00000 21840.00| 36.20000 37648.00 PILE ENCASEMENT, CONCRETE | | | 0075 701-90976 94336.000 LBS | 0.51000 48111.36| 0.50000 47168.00| 0.50000 47168.00 REINFORCING STEEL, GRADE 60 | | | 0076 701-96089 960.000 LFT | 15.50000 14880.00| 30.00000 28800.00| 22.80000 21888.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0077 703-96177 129290.000 LBS | 0.58000 74988.20| 0.55000 71109.50| 0.57000 73695.30 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0078 704-51002 841.200 CYS | 345.00000 290214.00| 357.00000 300308.40| 361.00000 303673.20 CONCRETE, C, SUPERSTRUCTURE | | | 0079 706-02001 239.700 LFT | 45.00000 10786.50| 58.00000 13902.60| 39.40000 9444.18 RAILING, CONCRETE, C, WITH MICROSILICA | | | 0080 706-05732 4.000 EACH| 815.00000 3260.00| 1470.00000 5880.00| 1243.00000 4972.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0081 709-51821 LUMP| 4088.80000 4088.80| 6500.00000 6500.00| 6298.00000 6298.00 SURFACE SEAL | | | 0082 714-26702 158.000 LFT | 145.00000 22910.00| 207.00000 32706.00| 200.00000 31600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0083 714-26703 196.000 LFT | 155.00000 30380.00| 225.00000 44100.00| 200.00000 39200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0084 714-26725 122.000 LFT | 530.00000 64660.00| 620.00000 75640.00| 600.00000 73200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0085 714-93978 152.000 LFT | 100.00000 15200.00| 130.00000 19760.00| 160.00000 24320.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 2 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,076,006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 714-99346 562.000 LFT | 115.00000 64630.00| 115.00000 64630.00| 130.00000 73060.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 2 FT. | | | 0087 714-99348 184.000 LFT | 155.00000 28520.00| 184.00000 33856.00| 200.00000 36800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 3 FT. | | | 0088 715-01715 10.000 LFT | 25.00000 250.00| 35.00000 350.00| 25.00000 250.00 PIPE, REINFORCED CONCRETE, 18 IN. | | | 0089 715-02512 10.000 LFT | 34.00000 340.00| 40.00000 400.00| 34.00000 340.00 PIPE, REINFORCED CONCRETE, 21 IN. | | | 0090 715-03149 467.000 LFT | 15.00000 7005.00| 20.00000 9340.00| 15.00000 7005.00 PIPE, GROUP D, 15 IN. | | | 0091 715-04612 26.000 LFT | 130.00000 3380.00| 43.00000 1118.00| 130.00000 3380.00 PIPE , FBBCS, 24 IN. | | | 0092 715-04612 7.000 LFT | 200.00000 1400.00| 435.00000 3045.00| 200.00000 1400.00 PIPE , FBBCS, 66 IN. | | | 0093 715-04612 190.000 LFT | 50.00000 9500.00| 48.00000 9120.00| 50.00000 9500.00 PIPE , GROUP G-1, MIN. AREA 4.5 SQ.FT. | | | 0094 715-04612 141.000 LFT | 55.00000 7755.00| 51.00000 7191.00| 55.00000 7755.00 PIPE , GROUP G-1, MIN. AREA 6.5 SQ.FT. | | | 0095 715-04612 200.000 LFT | 45.00000 9000.00| 51.00000 10200.00| 45.00000 9000.00 PIPE , GROUP G-2, MIN. AREA 6.5 SQ.FT. | | | 0096 715-04612 234.000 LFT | 110.00000 25740.00| 120.00000 28080.00| 110.00000 25740.00 PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 12.9 SQ. FT. | | | 0097 715-04612 67.000 LFT | 200.00000 13400.00| 225.00000 15075.00| 200.00000 13400.00 PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 24.8 SQ. FT. | | | 0098 715-04612 130.000 LFT | 60.00000 7800.00| 52.00000 6760.00| 60.00000 7800.00 PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 3.3 SQ. FT. | | | 0099 715-04612 82.000 LFT | 100.00000 8200.00| 95.00000 7790.00| 100.00000 8200.00 PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 7.4 SQ. FT. | | | 0100 715-04612 256.000 LFT | 260.00000 66560.00| 480.00000 122880.00| 260.00000 66560.00 PIPE , SPSPA, 16 FT.-3 IN. X 10 FT.-10 | | | IN., 0.109 T & S WITH CONCRETE PAVED | | | INVERT | | | 0101 715-04612 190.000 LFT | 25.00000 4750.00| 16.00000 3040.00| 25.00000 4750.00 PIPE , ZCCS, 0.079 IN., 12 IN. | | | 0102 715-04629 2.000 EACH| 330.00000 660.00| 400.00000 800.00| 330.00000 660.00 PIPE END SECTION, MIN. AREA 3.3 SQ.FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,076,006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 715-04694 6.000 EACH| 460.00000 2760.00| 500.00000 3000.00| 460.00000 2760.00 PIPE END SECTION, MIN. AREA 6.5 SQ. FT. | | | 0104 715-05053 6594.000 LFT | 6.80000 44839.20| 7.00000 46158.00| 6.80000 44839.20 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0105 715-13000 1751.000 LFT | 7.00000 12257.00| 6.00000 10506.00| 7.00000 12257.00 PIPE, GROUP L, 6 IN. | | | 0106 715-13002 1000.000 LFT | 7.00000 7000.00| 6.25000 6250.00| 7.00000 7000.00 PIPE, GROUP L, 8 IN. | | | 0107 715-13005 1000.000 LFT | 7.00000 7000.00| 6.50000 6500.00| 7.00000 7000.00 PIPE, GROUP L, 10 IN. | | | 0108 715-13010 2514.000 LFT | 15.00000 37710.00| 8.00000 20112.00| 15.00000 37710.00 PIPE, GROUP L, 12 IN. | | | 0109 715-44240 24.000 CYS | 530.00000 12720.00| 610.00000 14640.00| 530.00000 12720.00 CONCRETE, A, STRUCTURES | | | 0110 715-44255 76705.000 LFT | 1.25000 95881.25| 1.35000 103551.75| 1.25000 95881.25 PIPE, GROUP K, 6 IN. | | | 0111 715-46000 27.000 EACH| 190.00000 5130.00| 315.00000 8505.00| 190.00000 5130.00 PIPE END SECTION, 12 IN. | | | 0112 715-46005 26.000 EACH| 200.00000 5200.00| 315.00000 8190.00| 200.00000 5200.00 PIPE END SECTION, 15 IN. | | | 0113 715-46010 2.000 EACH| 230.00000 460.00| 350.00000 700.00| 230.00000 460.00 PIPE END SECTION, 18 IN. | | | 0114 715-46015 2.000 EACH| 240.00000 480.00| 350.00000 700.00| 240.00000 480.00 PIPE END SECTION, 21 IN. | | | 0115 715-46020 3.000 EACH| 330.00000 990.00| 350.00000 1050.00| 330.00000 990.00 PIPE END SECTION, 24 IN. | | | 0116 715-95092 7517.000 LFT | 51.25000 385246.25| 60.00000 451020.00| 60.00000 451020.00 SLOTTED DRAIN, 12 IN. | | | 0117 715-97541 1000.000 LFT | 5.50000 5500.00| 4.85000 4850.00| 5.50000 5500.00 PIPE, GROUP L, 4 IN. | | | 0118 715-97607 4.000 EACH| 360.00000 1440.00| 400.00000 1600.00| 360.00000 1440.00 PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0119 715-99178 10.000 LFT | 40.00000 400.00| 45.00000 450.00| 40.00000 400.00 PIPE, REINFORCED CONCRETE, 24 IN. | | | 0120 715-99384 30.000 LFT | 20.00000 600.00| 30.00000 900.00| 20.00000 600.00 PIPE, REINFORCED CONCRETE, 15 IN. | | | 0121 718-04880 84.000 EACH| 500.00000 42000.00| 500.00000 42000.00| 500.00000 42000.00 OUTLET PROTECTOR, A | | | 0122 718-04881 51.000 EACH| 150.00000 7650.00| 200.00000 10200.00| 150.00000 7650.00 OUTLET PROTECTOR, B | | | 0123 718-52610 6060.000 CYS | 22.00000 133320.00| 19.00000 115140.00| 22.00000 133320.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,076,006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 718-99153 51137.000 SYS | 0.60000 30682.20| 0.85000 43466.45| 0.60000 30682.20 GEOTEXTILES FOR UNDERDRAIN | | | 0125 720-44000 3.000 EACH| 200.00000 600.00| 300.00000 900.00| 200.00000 600.00 CASTING, ADJUST TO GRADE | | | 0126 720-44296 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 CAP INLET | | | 0127 720-45030 1.000 EACH| 1300.00000 1300.00| 900.00000 900.00| 1300.00000 1300.00 INLET, E7 | | | 0128 720-45605 3.000 LFT | 200.00000 600.00| 400.00000 1200.00| 200.00000 600.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0129 801-04308 13.000 EACH| 585.00000 7605.00| 585.00000 7605.00| 250.00000 3250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0130 801-06203 10940.000 LFT | 0.30000 3282.00| 0.30000 3282.00| 0.05000 547.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0131 801-06207 28250.000 LFT | 0.95000 26837.50| 0.95000 26837.50| 0.05000 1412.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0132 801-06216 25.000 LFT | 1.85000 46.25| 1.85000 46.25| 8.00000 200.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0133 801-06469 6780.000 LFT | 1.60000 10848.00| 1.60000 10848.00| 0.05000 339.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0134 801-06605 143.000 EACH| 135.00000 19305.00| 208.00000 29744.00| 140.00000 20020.00 BARRICADE, IIIA | | | 0135 801-06606 7.000 EACH| 145.00000 1015.00| 291.00000 2037.00| 150.00000 1050.00 BARRICADE, IIIB | | | 0136 801-06625 21.000 EACH| 135.00000 2835.00| 132.00000 2772.00| 250.00000 5250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0137 801-06640 70.000 EACH| 195.00000 13650.00| 230.00000 16100.00| 202.00000 14140.00 CONSTRUCTION SIGN, A | | | 0138 801-06645 7.000 EACH| 55.00000 385.00| 40.00000 280.00| 57.00000 399.00 CONSTRUCTION SIGN, B | | | 0139 801-06710 119.000 DAY | 10.00000 1190.00| 20.00000 2380.00| 22.00000 2618.00 FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 18664.00000 18664.00| 31000.00000 31000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0141 802-05702 14.000 LFT | 6.70000 93.80| 10.00000 140.00| 7.00000 98.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-05704 788.500 LFT | 7.60000 5992.60| 4.72000 3721.72| 8.80000 6938.80 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,076,006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0143 802-76020 9.750 SFT | 10.60000 103.35| 26.40000 257.40| 11.00000 107.25 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0144 802-76025 98.100 SFT | 14.20000 1393.02| 23.00000 2256.30| 15.00000 1471.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0145 802-76035 412.820 SFT | 14.80000 6109.74| 23.10000 9536.14| 16.00000 6605.12 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0146 802-76055 78.000 LFT | 5.00000 390.00| 1.01000 78.78| 5.20000 405.60 SIGN POST, A | | | 0147 804-06770 4.000 EACH| 55.00000 220.00| 11.00000 44.00| 57.00000 228.00 DELINEATOR POST | | | 0148 808-01804 92.000 LFT | 11.00000 1012.00| 12.12000 1115.04| 8.00000 736.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0149 808-03178 23.000 EACH| 266.50000 6129.50| 293.60000 6752.80| 130.00000 2990.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0150 808-03179 11.000 EACH| 375.00000 4125.00| 413.00000 4543.00| 190.00000 2090.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0151 808-06713 58883.000 LFT | 0.04000 2355.32| 0.04000 2355.32| 0.05000 2944.15 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0152 808-06714 58714.000 LFT | 0.04000 2348.56| 0.04000 2348.56| 0.05000 2935.70 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0153 808-75061 9260.000 LFT | 2.38000 22038.80| 2.62000 24261.20| 1.40000 12964.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0154 808-75278 1001.000 LFT | 1.15000 1151.15| 1.27000 1271.27| 2.60000 2602.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0155 808-75297 284.000 LFT | 3.80000 1079.20| 4.19000 1189.96| 2.60000 738.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0156 808-75320 9.000 EACH| 54.00000 486.00| 59.49000 535.41| 51.80000 466.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0157 808-75325 6.000 EACH| 84.00000 504.00| 92.54000 555.24| 75.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-0907180 |(3) 35-1315965 |PRIMCO, INC. |WAGNER, E.S. COMPANY |FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 808-75998 774.000 EACH| 25.90000 20046.60| 28.53000 22082.22| 27.00000 20898.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0159 808-97127 1478.000 LFT | 0.36000 532.08| 0.40000 591.20| 0.65000 960.70 LINE, THERMOPLASTIC, SOLID, WHITE, 5 IN.| | | 0160 808-99195 4705.000 LFT | 2.38000 11197.90| 2.62000 12327.10| 1.40000 6587.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 5 IN. | | | 0161 303-60012 3637.000 TON | 15.00000 54555.00| 8.50000 30914.50| 15.00000 54555.00 AGGREGATE, 2 | | | 0162 501-04771 LUMP| 4901.60000 4901.60| 5000.00000 5000.00| 6640.00000 6640.00 CORING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 9,860,481.70| $ 9,995,968.59| $ 10,150,800.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,860,481.70| $ 9,995,968.59| $ 10,150,800.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 38-1894432 |(6) 35-1875662 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD AND BRIDGE CONSTRUCTION | | | 0001 105-01925 24.000 MOS | 867.21000 20813.04| 1000.00000 24000.00| 600.00000 14400.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 54100.57000 54100.57| 200000.00000 200000.00| 175000.00000 175000.00 CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 14754.30000 14754.30| 10000.00000 10000.00| 12500.00000 12500.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 515770.81000 515770.81| 510000.00000 510000.00| 530000.00000 530000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 81468.21000 81468.21| 150000.00000 150000.00| 106000.00000 106000.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 1538.000 LFT | 1.53000 2353.14| 1.50000 2307.00| 1.50000 2307.00 GUARDRAIL, REMOVE | | | 0007 202-02273 619.700 SYS | 4.59000 2844.42| 11.25000 6971.63| 8.50000 5267.45 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-03000 LUMP| 2550.00000 2550.00| 4100.00000 4100.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0009 202-03000 LUMP| 2550.00000 2550.00| 4100.00000 4100.00| 1200.00000 1200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0010 202-94793 710.000 LFT | 3.57000 2534.70| 10.00000 7100.00| 12.00000 8520.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0011 203-02000 344731.000 CYS | 4.08000 1406502.48| 3.50000 1206558.50| 3.78000 1303083.18 EXCAVATION, COMMON | | | 0012 203-02045 58641.000 CYS | 0.10000 5864.10| 2.00000 117282.00| 1.75000 102621.75 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 203-51223 557.000 CYS | 4.08000 2272.56| 12.00000 6684.00| 9.00000 5013.00 EXCAVATION, WATERWAY | | | 0014 205-02224 4105.000 LFT | 1.58000 6485.90| 1.60000 6568.00| 2.00000 8210.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02226 400.000 LFT | 10.20000 4080.00| 10.00000 4000.00| 10.00000 4000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0016 205-02228 204.000 LFT | 21.18000 4320.72| 9.00000 1836.00| 13.00000 2652.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0017 205-02229 7235.000 LFT | 2.09000 15121.15| 2.25000 16278.75| 2.05000 14831.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 38-1894432 |(6) 35-1875662 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-02231 3628.000 LFT | 12.24000 44406.72| 6.00000 21768.00| 9.25000 33559.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-02232 1.000 CYS | 102.00000 102.00| 300.00000 300.00| 480.00000 480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0020 205-02234 23.000 EACH| 56.10000 1290.30| 60.00000 1380.00| 55.00000 1265.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0021 205-02236 3.000 EACH| 61.20000 183.60| 60.00000 180.00| 60.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 205-02237 23.000 EACH| 35.70000 821.10| 35.00000 805.00| 35.00000 805.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0023 205-02770 2340.000 SYS | 1.58000 3697.20| 1.60000 3744.00| 1.55000 3627.00 EROSION CONTROL BLANKET | | | 0024 211-02060 6794.100 CYS | 17.34000 117809.69| 8.00000 54352.80| 12.50000 84926.25 B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 28.000 CYS | 102.00000 2856.00| 110.00000 3080.00| 150.00000 4200.00 FLOWABLE MORTAR | | | 0026 303-04095 2745.000 TON | 12.00000 32940.00| 12.00000 32940.00| 12.00000 32940.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0028 303-52308 36801.000 TON | 8.50000 312808.50| 10.00000 368010.00| 8.50000 312808.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0029 304-04403 34042.900 CYS | 18.88000 642729.95| 21.00000 714900.90| 19.00000 646815.10 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0030 305-05206 448.000 TON | 27.00000 12096.00| 30.00000 13440.00| 22.10000 9900.80 WIDENING WITH HMA | | | 0031 401-05437 7285.000 TON | 26.25000 191231.25| 24.00000 174840.00| 24.50000 178482.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0032 401-05455 6294.000 TON | 27.75000 174658.50| 22.00000 138468.00| 22.50000 141615.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0033 401-05456 2752.000 TON | 37.25000 102512.00| 27.00000 74304.00| 27.50000 75680.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0034 401-05459 15555.000 TON | 23.00000 357765.00| 26.00000 404430.00| 26.50000 412207.50 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0035 401-06264 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 5500.00000 5500.00 PROFILOGRAPH, HMA | | | 0036 404-05511 39844.000 SYS | 0.50000 19922.00| 0.50000 19922.00| 0.55000 21914.20 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 38-1894432 |(6) 35-1875662 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 405-05517 95.000 TON | 200.00000 19000.00| 250.00000 23750.00| 250.00000 23750.00 ASPHALT FOR PRIME COAT | | | 0038 406-05520 22.150 TON | 175.00000 3876.25| 200.00000 4430.00| 200.00000 4430.00 ASPHALT FOR TACK COAT | | | 0039 501-05090 966.200 SYS | 63.24000 61102.49| 25.00000 24155.00| 50.00000 48310.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0040 501-05240 56448.000 LFT | 5.79000 326833.92| 3.00000 169344.00| 5.90000 333043.20 CONTRACTION JOINT, D1 | | | 0041 501-05310 136.000 LFT | 102.72000 13969.92| 70.00000 9520.00| 160.00000 21760.00 TERMINAL JOINT | | | 0042 501-06266 LUMP| 9138.41000 9138.41| 2000.00000 2000.00| 9200.00000 9200.00 PROFILOGRAPH, PCCP | | | 0043 501-06321 112901.000 SYS | 20.18000 2278342.18| 21.00000 2370921.00| 20.30000 2291890.30 QC/QA PCCP, 10 IN. | | | 0044 601-01522 4.000 EACH| 1173.00000 4692.00| 1150.00000 4600.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-94689 4.000 EACH| 3213.00000 12852.00| 3150.00000 12600.00| 3150.00000 12600.00 GUARDRAIL END TREATMENT, OS | | | 0046 601-97774 1.000 EACH| 2193.00000 2193.00| 2150.00000 2150.00| 2150.00000 2150.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0047 601-99105 650.000 LFT | 10.20000 6630.00| 10.00000 6500.00| 10.00000 6500.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0048 602-06729 18.000 EACH| 7.65000 137.70| 7.50000 135.00| 7.50000 135.00 BARRIER DELINEATOR | | | 0049 603-06040 47868.000 LFT | 2.98000 142646.64| 3.00000 143604.00| 2.62000 125414.16 FENCE, FARM FIELD, 47 IN. | | | 0050 603-97603 596.000 LFT | 12.46000 7426.16| 12.25000 7301.00| 12.22000 7283.12 FENCE, CHAIN LINK, 60 IN. | | | 0051 605-06260 25563.000 SYS | 20.72000 529665.36| 21.50000 549604.50| 21.00000 536823.00 CENTER CURB, A, CONCRETE, MODIFIED | | | 0052 610-05527 284.400 TON | 36.00000 10238.40| 42.00000 11944.80| 43.00000 12229.20 HMA FOR APPROACHES | | | 0053 611-06497 9.000 EACH| 117.30000 1055.70| 120.00000 1080.00| 115.00000 1035.00 MAILBOX ASSEMBLY, SINGLE | | | 0054 615-06490 48.000 EACH| 107.10000 5140.80| 105.00000 5040.00| 105.00000 5040.00 RIGHT OF WAY MARKER | | | 0055 615-06505 16.000 EACH| 311.10000 4977.60| 305.00000 4880.00| 305.00000 4880.00 MONUMENT, B | | | 0056 615-06510 13.000 EACH| 209.10000 2718.30| 205.00000 2665.00| 205.00000 2665.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 38-1894432 |(6) 35-1875662 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 615-06515 13.000 EACH| 147.90000 1922.70| 145.00000 1885.00| 145.00000 1885.00 MONUMENT, D | | | 0058 615-06527 2.000 EACH| 229.50000 459.00| 225.00000 450.00| 225.00000 450.00 MONUMENT, SECTION CORNER | | | 0059 615-06530 5.000 EACH| 464.10000 2320.50| 455.00000 2275.00| 455.00000 2275.00 POST, BENCHMARK | | | 0060 616-02320 13630.000 SYS | 2.04000 27805.20| 1.50000 20445.00| 1.75000 23852.50 GEOTEXTILES | | | 0061 616-06405 6927.700 TON | 15.81000 109526.94| 16.00000 110843.20| 20.00000 138554.00 RIPRAP, REVETMENT | | | 0062 616-06451 1239.600 TON | 15.81000 19598.08| 16.00000 19833.60| 21.00000 26031.60 RIPRAP, UNIFORM | | | 0063 621-01004 3.000 EACH| 663.00000 1989.00| 650.00000 1950.00| 650.00000 1950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 55.000 TON | 465.12000 25581.60| 460.00000 25300.00| 545.00000 29975.00 FERTILIZER | | | 0065 621-06548 830.000 LBS | 18.36000 15238.80| 18.00000 14940.00| 18.00000 14940.00 SEED MIXTURE, CV | | | 0066 621-06553 19533.000 LBS | 3.16000 61724.28| 3.10000 60552.30| 3.10000 60552.30 SEED MIXTURE, R | | | 0067 621-06557 6640.000 LBS | 5.90000 39176.00| 5.80000 38512.00| 5.78000 38379.20 SEED MIXTURE, T | | | 0068 621-06565 396.000 TON | 358.02000 141775.92| 360.00000 142560.00| 351.00000 138996.00 MULCHING MATERIAL | | | 0069 621-06567 144.000 MG | 2.04000 293.76| 2.00000 288.00| 2.00000 288.00 WATER | | | 0070 621-06574 36093.000 SYS | 2.40000 86623.20| 2.35000 84818.55| 2.35000 84818.55 SODDING | | | 0071 622-52436 23.000 EACH| 15.30000 351.90| 15.00000 345.00| 20.00000 460.00 SIGN, DO NOT MOW OR SPRAY | | | 0072 622-91786 5180.000 EACH| 7.14000 36985.20| 7.00000 36260.00| 7.00000 36260.00 SEEDLING | | | 0073 701-01849 1800.000 LFT | 24.48000 44064.00| 24.00000 43200.00| 33.00000 59400.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0074 701-51210 1040.000 LFT | 35.70000 37128.00| 35.00000 36400.00| 35.00000 36400.00 PILE ENCASEMENT, CONCRETE | | | 0075 701-90976 94336.000 LBS | 0.46000 43394.56| 0.45000 42451.20| 0.53000 49998.08 REINFORCING STEEL, GRADE 60 | | | 0076 701-96089 960.000 LFT | 22.44000 21542.40| 22.00000 21120.00| 32.50000 31200.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 38-1894432 |(6) 35-1875662 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 703-96177 129290.000 LBS | 0.56000 72402.40| 0.55000 71109.50| 0.63000 81452.70 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0078 704-51002 841.200 CYS | 355.98000 299450.38| 350.00000 294420.00| 320.00000 269184.00 CONCRETE, C, SUPERSTRUCTURE | | | 0079 706-02001 239.700 LFT | 38.76000 9290.77| 40.00000 9588.00| 48.00000 11505.60 RAILING, CONCRETE, C, WITH MICROSILICA | | | 0080 706-05732 4.000 EACH| 1224.00000 4896.00| 1200.00000 4800.00| 975.00000 3900.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0081 709-51821 LUMP| 6201.60000 6201.60| 6080.00000 6080.00| 6000.00000 6000.00 SURFACE SEAL | | | 0082 714-26702 158.000 LFT | 147.90000 23368.20| 210.00000 33180.00| 220.00000 34760.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0083 714-26703 196.000 LFT | 158.10000 30987.60| 220.00000 43120.00| 250.00000 49000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0084 714-26725 122.000 LFT | 540.60000 65953.20| 540.00000 65880.00| 600.00000 73200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0085 714-93978 152.000 LFT | 102.00000 15504.00| 105.00000 15960.00| 115.00000 17480.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 2 FT. | | | 0086 714-99346 562.000 LFT | 117.30000 65922.60| 100.00000 56200.00| 100.00000 56200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 2 FT. | | | 0087 714-99348 184.000 LFT | 158.10000 29090.40| 180.00000 33120.00| 210.00000 38640.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 3 FT. | | | 0088 715-01715 10.000 LFT | 25.50000 255.00| 50.00000 500.00| 65.00000 650.00 PIPE, REINFORCED CONCRETE, 18 IN. | | | 0089 715-02512 10.000 LFT | 34.68000 346.80| 50.00000 500.00| 70.00000 700.00 PIPE, REINFORCED CONCRETE, 21 IN. | | | 0090 715-03149 467.000 LFT | 15.30000 7145.10| 21.00000 9807.00| 24.00000 11208.00 PIPE, GROUP D, 15 IN. | | | 0091 715-04612 26.000 LFT | 132.60000 3447.60| 40.00000 1040.00| 80.00000 2080.00 PIPE , FBBCS, 24 IN. | | | 0092 715-04612 7.000 LFT | 204.00000 1428.00| 165.00000 1155.00| 400.00000 2800.00 PIPE , FBBCS, 66 IN. | | | 0093 715-04612 190.000 LFT | 51.00000 9690.00| 40.00000 7600.00| 54.00000 10260.00 PIPE , GROUP G-1, MIN. AREA 4.5 SQ.FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 38-1894432 |(6) 35-1875662 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 715-04612 141.000 LFT | 56.10000 7910.10| 42.00000 5922.00| 57.00000 8037.00 PIPE , GROUP G-1, MIN. AREA 6.5 SQ.FT. | | | 0095 715-04612 200.000 LFT | 45.90000 9180.00| 43.00000 8600.00| 55.00000 11000.00 PIPE , GROUP G-2, MIN. AREA 6.5 SQ.FT. | | | 0096 715-04612 234.000 LFT | 112.20000 26254.80| 100.00000 23400.00| 110.00000 25740.00 PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 12.9 SQ. FT. | | | 0097 715-04612 67.000 LFT | 204.00000 13668.00| 175.00000 11725.00| 205.00000 13735.00 PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 24.8 SQ. FT. | | | 0098 715-04612 130.000 LFT | 61.20000 7956.00| 60.00000 7800.00| 51.00000 6630.00 PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 3.3 SQ. FT. | | | 0099 715-04612 82.000 LFT | 102.00000 8364.00| 75.00000 6150.00| 66.00000 5412.00 PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 7.4 SQ. FT. | | | 0100 715-04612 256.000 LFT | 265.20000 67891.20| 200.00000 51200.00| 425.00000 108800.00 PIPE , SPSPA, 16 FT.-3 IN. X 10 FT.-10 | | | IN., 0.109 T & S WITH CONCRETE PAVED | | | INVERT | | | 0101 715-04612 190.000 LFT | 25.50000 4845.00| 22.00000 4180.00| 23.00000 4370.00 PIPE , ZCCS, 0.079 IN., 12 IN. | | | 0102 715-04629 2.000 EACH| 336.60000 673.20| 260.00000 520.00| 315.00000 630.00 PIPE END SECTION, MIN. AREA 3.3 SQ.FT. | | | 0103 715-04694 6.000 EACH| 469.20000 2815.20| 400.00000 2400.00| 430.00000 2580.00 PIPE END SECTION, MIN. AREA 6.5 SQ. FT. | | | 0104 715-05053 6594.000 LFT | 6.94000 45762.36| 8.00000 52752.00| 10.00000 65940.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0105 715-13000 1751.000 LFT | 7.14000 12502.14| 7.00000 12257.00| 7.50000 13132.50 PIPE, GROUP L, 6 IN. | | | 0106 715-13002 1000.000 LFT | 7.14000 7140.00| 8.00000 8000.00| 8.00000 8000.00 PIPE, GROUP L, 8 IN. | | | 0107 715-13005 1000.000 LFT | 7.14000 7140.00| 9.00000 9000.00| 8.25000 8250.00 PIPE, GROUP L, 10 IN. | | | 0108 715-13010 2514.000 LFT | 15.30000 38464.20| 16.00000 40224.00| 19.00000 47766.00 PIPE, GROUP L, 12 IN. | | | 0109 715-44240 24.000 CYS | 540.60000 12974.40| 550.00000 13200.00| 625.00000 15000.00 CONCRETE, A, STRUCTURES | | | 0110 715-44255 76705.000 LFT | 1.28000 98182.40| 2.75000 210938.75| 1.30000 99716.50 PIPE, GROUP K, 6 IN. | | | 0111 715-46000 27.000 EACH| 193.80000 5232.60| 230.00000 6210.00| 185.00000 4995.00 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 38-1894432 |(6) 35-1875662 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 715-46005 26.000 EACH| 204.00000 5304.00| 250.00000 6500.00| 200.00000 5200.00 PIPE END SECTION, 15 IN. | | | 0113 715-46010 2.000 EACH| 234.60000 469.20| 275.00000 550.00| 225.00000 450.00 PIPE END SECTION, 18 IN. | | | 0114 715-46015 2.000 EACH| 244.80000 489.60| 300.00000 600.00| 275.00000 550.00 PIPE END SECTION, 21 IN. | | | 0115 715-46020 3.000 EACH| 336.60000 1009.80| 375.00000 1125.00| 405.00000 1215.00 PIPE END SECTION, 24 IN. | | | 0116 715-95092 7517.000 LFT | 61.20000 460040.40| 53.00000 398401.00| 63.00000 473571.00 SLOTTED DRAIN, 12 IN. | | | 0117 715-97541 1000.000 LFT | 5.61000 5610.00| 5.00000 5000.00| 5.00000 5000.00 PIPE, GROUP L, 4 IN. | | | 0118 715-97607 4.000 EACH| 367.20000 1468.80| 330.00000 1320.00| 345.00000 1380.00 PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0119 715-99178 10.000 LFT | 40.80000 408.00| 75.00000 750.00| 79.00000 790.00 PIPE, REINFORCED CONCRETE, 24 IN. | | | 0120 715-99384 30.000 LFT | 20.40000 612.00| 40.00000 1200.00| 60.00000 1800.00 PIPE, REINFORCED CONCRETE, 15 IN. | | | 0121 718-04880 84.000 EACH| 510.00000 42840.00| 640.00000 53760.00| 700.00000 58800.00 OUTLET PROTECTOR, A | | | 0122 718-04881 51.000 EACH| 153.00000 7803.00| 200.00000 10200.00| 190.00000 9690.00 OUTLET PROTECTOR, B | | | 0123 718-52610 6060.000 CYS | 22.44000 135986.40| 20.00000 121200.00| 17.00000 103020.00 AGGREGATE FOR UNDERDRAINS | | | 0124 718-99153 51137.000 SYS | 0.61000 31193.57| 1.00000 51137.00| 0.40000 20454.80 GEOTEXTILES FOR UNDERDRAIN | | | 0125 720-44000 3.000 EACH| 204.00000 612.00| 400.00000 1200.00| 480.00000 1440.00 CASTING, ADJUST TO GRADE | | | 0126 720-44296 1.000 EACH| 306.00000 306.00| 1000.00000 1000.00| 975.00000 975.00 CAP INLET | | | 0127 720-45030 1.000 EACH| 1326.00000 1326.00| 2300.00000 2300.00| 1500.00000 1500.00 INLET, E7 | | | 0128 720-45605 3.000 LFT | 204.00000 612.00| 1000.00000 3000.00| 720.00000 2160.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0129 801-04308 13.000 EACH| 596.70000 7757.10| 600.00000 7800.00| 585.00000 7605.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0130 801-06203 10940.000 LFT | 0.31000 3391.40| 0.25000 2735.00| 0.30000 3282.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0131 801-06207 28250.000 LFT | 0.97000 27402.50| 0.92000 25990.00| 0.95000 26837.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 38-1894432 |(6) 35-1875662 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 801-06216 25.000 LFT | 1.89000 47.25| 5.00000 125.00| 2.22000 55.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0133 801-06469 6780.000 LFT | 1.63000 11051.40| 1.80000 12204.00| 1.60000 10848.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0134 801-06605 143.000 EACH| 212.16000 30338.88| 225.00000 32175.00| 135.00000 19305.00 BARRICADE, IIIA | | | 0135 801-06606 7.000 EACH| 296.82000 2077.74| 300.00000 2100.00| 145.00000 1015.00 BARRICADE, IIIB | | | 0136 801-06625 21.000 EACH| 134.64000 2827.44| 140.00000 2940.00| 135.00000 2835.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0137 801-06640 70.000 EACH| 234.60000 16422.00| 250.00000 17500.00| 195.00000 13650.00 CONSTRUCTION SIGN, A | | | 0138 801-06645 7.000 EACH| 40.80000 285.60| 40.00000 280.00| 55.00000 385.00 CONSTRUCTION SIGN, B | | | 0139 801-06710 119.000 DAY | 20.40000 2427.60| 20.00000 2380.00| 26.00000 3094.00 FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 35861.90000 35861.90| 55000.00000 55000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0141 802-05702 14.000 LFT | 10.20000 142.80| 6.70000 93.80| 6.70000 93.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-05704 788.500 LFT | 4.81000 3792.69| 7.60000 5992.60| 7.60000 5992.60 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0143 802-76020 9.750 SFT | 26.93000 262.57| 11.00000 107.25| 10.60000 103.35 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0144 802-76025 98.100 SFT | 23.46000 2301.43| 15.00000 1471.50| 14.20000 1393.02 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0145 802-76035 412.820 SFT | 23.56000 9726.04| 14.80000 6109.74| 14.80000 6109.74 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0146 802-76055 78.000 LFT | 1.03000 80.34| 6.00000 468.00| 5.00000 390.00 SIGN POST, A | | | 0147 804-06770 4.000 EACH| 18.36000 73.44| 55.00000 220.00| 55.00000 220.00 DELINEATOR POST | | | 0148 808-01804 92.000 LFT | 11.22000 1032.24| 13.00000 1196.00| 7.50000 690.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 38-1894432 |(6) 35-1875662 |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 808-03178 23.000 EACH| 271.83000 6252.09| 150.00000 3450.00| 125.00000 2875.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0150 808-03179 11.000 EACH| 382.50000 4207.50| 200.00000 2200.00| 180.00000 1980.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0151 808-06713 58883.000 LFT | 0.04000 2355.32| 0.04000 2355.32| 0.04000 2355.32 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0152 808-06714 58714.000 LFT | 0.04000 2348.56| 0.04000 2348.56| 0.04000 2348.56 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0153 808-75061 9260.000 LFT | 2.43000 22501.80| 1.70000 15742.00| 1.30000 12038.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0154 808-75278 1001.000 LFT | 1.17000 1171.17| 2.22000 2222.22| 2.50000 2502.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0155 808-75297 284.000 LFT | 3.88000 1101.92| 3.20000 908.80| 2.50000 710.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0156 808-75320 9.000 EACH| 55.08000 495.72| 62.00000 558.00| 50.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0157 808-75325 6.000 EACH| 85.68000 514.08| 90.00000 540.00| 72.00000 432.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0158 808-75998 774.000 EACH| 26.42000 20449.08| 33.22000 25712.28| 26.10000 20201.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0159 808-97127 1478.000 LFT | 0.37000 546.86| 0.42000 620.76| 0.60000 886.80 LINE, THERMOPLASTIC, SOLID, WHITE, 5 IN.| | | 0160 808-99195 4705.000 LFT | 2.43000 11433.15| 1.70000 7998.50| 1.30000 6116.50 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 5 IN. | | | 0161 303-60012 3637.000 TON | 9.50000 34551.50| 12.00000 43644.00| 7.80000 28368.60 AGGREGATE, 2 | | | 0162 501-04771 LUMP| 6405.22000 6405.22| 2000.00000 2000.00| 5000.00000 5000.00 CORING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 10,315,416.13| $ 10,445,273.31| $ 10,570,834.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,315,416.13| $ 10,445,273.31| $ 10,570,834.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 34-4456871 | |JOHNSON, S.E. COMPANIES, INC|MILLER BROS. CONSTR., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD AND BRIDGE CONSTRUCTION | | | 0001 105-01925 24.000 MOS | 525.00000 12600.00| 1500.00000 36000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 177500.00000 177500.00| 298000.00000 298000.00| CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 18000.00000 18000.00| 10000.00000 10000.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 555000.00000 555000.00| 545000.00000 545000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 105000.00000 105000.00| 175000.00000 175000.00| CLEARING RIGHT OF WAY | | | 0006 202-02241 1538.000 LFT | 1.50000 2307.00| 1.50000 2307.00| GUARDRAIL, REMOVE | | | 0007 202-02273 619.700 SYS | 7.00000 4337.90| 7.00000 4337.90| CENTER CURB, CONCRETE, REMOVE | | | 0008 202-03000 LUMP| 2000.00000 2000.00| 3400.00000 3400.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0009 202-03000 LUMP| 2000.00000 2000.00| 3400.00000 3400.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0010 202-94793 710.000 LFT | 7.50000 5325.00| 7.50000 5325.00| BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0011 203-02000 344731.000 CYS | 3.75000 1292741.25| 3.27000 1127270.37| EXCAVATION, COMMON | | | 0012 203-02045 58641.000 CYS | 2.00000 117282.00| 4.60000 269748.60| EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 203-51223 557.000 CYS | 6.25000 3481.25| 9.60000 5347.20| EXCAVATION, WATERWAY | | | 0014 205-02224 4105.000 LFT | 1.55000 6362.75| 1.55000 6362.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02226 400.000 LFT | 10.00000 4000.00| 10.00000 4000.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0016 205-02228 204.000 LFT | 24.00000 4896.00| 13.50000 2754.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0017 205-02229 7235.000 LFT | 2.05000 14831.75| 2.05000 14831.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 34-4456871 | |JOHNSON, S.E. COMPANIES, INC|MILLER BROS. CONSTR., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-02231 3628.000 LFT | 6.35000 23037.80| 17.50000 63490.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-02232 1.000 CYS | 400.00000 400.00| 100.00000 100.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0020 205-02234 23.000 EACH| 55.00000 1265.00| 55.00000 1265.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0021 205-02236 3.000 EACH| 60.00000 180.00| 60.00000 180.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 205-02237 23.000 EACH| 35.00000 805.00| 35.00000 805.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0023 205-02770 2340.000 SYS | 1.55000 3627.00| 1.55000 3627.00| EROSION CONTROL BLANKET | | | 0024 211-02060 6794.100 CYS | 9.00000 61146.90| 9.50000 64543.95| B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 28.000 CYS | 140.00000 3920.00| 81.00000 2268.00| FLOWABLE MORTAR | | | 0026 303-04095 2745.000 TON | 13.50000 37057.50| 11.00000 30195.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0028 303-52308 36801.000 TON | 9.00000 331209.00| 7.50000 276007.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0029 304-04403 34042.900 CYS | 21.50000 731922.35| 20.25000 689368.73| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0030 305-05206 448.000 TON | 55.00000 24640.00| 22.10000 9900.80| WIDENING WITH HMA | | | 0031 401-05437 7285.000 TON | 27.00000 196695.00| 23.90000 174111.50| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0032 401-05455 6294.000 TON | 28.75000 180952.50| 21.60000 135950.40| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0033 401-05456 2752.000 TON | 37.00000 101824.00| 26.65000 73340.80| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0034 401-05459 15555.000 TON | 23.50000 365542.50| 25.90000 402874.50| QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0035 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0036 404-05511 39844.000 SYS | 0.66000 26297.04| 0.50000 19922.00| SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 34-4456871 | |JOHNSON, S.E. COMPANIES, INC|MILLER BROS. CONSTR., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 405-05517 95.000 TON | 150.00000 14250.00| 250.00000 23750.00| ASPHALT FOR PRIME COAT | | | 0038 406-05520 22.150 TON | 150.00000 3322.50| 200.00000 4430.00| ASPHALT FOR TACK COAT | | | 0039 501-05090 966.200 SYS | 49.25000 47585.35| 49.25000 47585.35| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0040 501-05240 56448.000 LFT | 6.00000 338688.00| 5.79000 326833.92| CONTRACTION JOINT, D1 | | | 0041 501-05310 136.000 LFT | 160.00000 21760.00| 150.00000 20400.00| TERMINAL JOINT | | | 0042 501-06266 LUMP| 6500.00000 6500.00| 9200.00000 9200.00| PROFILOGRAPH, PCCP | | | 0043 501-06321 112901.000 SYS | 21.00000 2370921.00| 20.18000 2278342.18| QC/QA PCCP, 10 IN. | | | 0044 601-01522 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-94689 4.000 EACH| 3150.00000 12600.00| 3150.00000 12600.00| GUARDRAIL END TREATMENT, OS | | | 0046 601-97774 1.000 EACH| 2150.00000 2150.00| 2150.00000 2150.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0047 601-99105 650.000 LFT | 10.00000 6500.00| 10.00000 6500.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0048 602-06729 18.000 EACH| 7.50000 135.00| 7.50000 135.00| BARRIER DELINEATOR | | | 0049 603-06040 47868.000 LFT | 2.92000 139774.56| 2.92000 139774.56| FENCE, FARM FIELD, 47 IN. | | | 0050 603-97603 596.000 LFT | 12.22000 7283.12| 12.22000 7283.12| FENCE, CHAIN LINK, 60 IN. | | | 0051 605-06260 25563.000 SYS | 21.00000 536823.00| 20.72000 529665.36| CENTER CURB, A, CONCRETE, MODIFIED | | | 0052 610-05527 284.400 TON | 75.00000 21330.00| 41.25000 11731.50| HMA FOR APPROACHES | | | 0053 611-06497 9.000 EACH| 115.00000 1035.00| 115.00000 1035.00| MAILBOX ASSEMBLY, SINGLE | | | 0054 615-06490 48.000 EACH| 105.00000 5040.00| 105.00000 5040.00| RIGHT OF WAY MARKER | | | 0055 615-06505 16.000 EACH| 305.00000 4880.00| 305.00000 4880.00| MONUMENT, B | | | 0056 615-06510 13.000 EACH| 205.00000 2665.00| 205.00000 2665.00| MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 34-4456871 | |JOHNSON, S.E. COMPANIES, INC|MILLER BROS. CONSTR., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 615-06515 13.000 EACH| 145.00000 1885.00| 145.00000 1885.00| MONUMENT, D | | | 0058 615-06527 2.000 EACH| 225.00000 450.00| 225.00000 450.00| MONUMENT, SECTION CORNER | | | 0059 615-06530 5.000 EACH| 455.00000 2275.00| 455.00000 2275.00| POST, BENCHMARK | | | 0060 616-02320 13630.000 SYS | 1.55000 21126.50| 2.00000 27260.00| GEOTEXTILES | | | 0061 616-06405 6927.700 TON | 20.00000 138554.00| 19.00000 131626.30| RIPRAP, REVETMENT | | | 0062 616-06451 1239.600 TON | 21.00000 26031.60| 23.50000 29130.60| RIPRAP, UNIFORM | | | 0063 621-01004 3.000 EACH| 650.00000 1950.00| 650.00000 1950.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 55.000 TON | 456.00000 25080.00| 456.00000 25080.00| FERTILIZER | | | 0065 621-06548 830.000 LBS | 18.00000 14940.00| 18.00000 14940.00| SEED MIXTURE, CV | | | 0066 621-06553 19533.000 LBS | 3.10000 60552.30| 3.10000 60552.30| SEED MIXTURE, R | | | 0067 621-06557 6640.000 LBS | 5.78000 38379.20| 5.78000 38379.20| SEED MIXTURE, T | | | 0068 621-06565 396.000 TON | 351.00000 138996.00| 351.00000 138996.00| MULCHING MATERIAL | | | 0069 621-06567 144.000 MG | 2.00000 288.00| 2.00000 288.00| WATER | | | 0070 621-06574 36093.000 SYS | 2.35000 84818.55| 2.35000 84818.55| SODDING | | | 0071 622-52436 23.000 EACH| 15.00000 345.00| 20.00000 460.00| SIGN, DO NOT MOW OR SPRAY | | | 0072 622-91786 5180.000 EACH| 7.00000 36260.00| 7.00000 36260.00| SEEDLING | | | 0073 701-01849 1800.000 LFT | 32.85000 59130.00| 32.85000 59130.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0074 701-51210 1040.000 LFT | 34.50000 35880.00| 34.50000 35880.00| PILE ENCASEMENT, CONCRETE | | | 0075 701-90976 94336.000 LBS | 0.53000 49998.08| 0.53000 49998.08| REINFORCING STEEL, GRADE 60 | | | 0076 701-96089 960.000 LFT | 32.50000 31200.00| 32.50000 31200.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 34-4456871 | |JOHNSON, S.E. COMPANIES, INC|MILLER BROS. CONSTR., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 703-96177 129290.000 LBS | 0.63000 81452.70| 0.63000 81452.70| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0078 704-51002 841.200 CYS | 315.00000 264978.00| 315.00000 264978.00| CONCRETE, C, SUPERSTRUCTURE | | | 0079 706-02001 239.700 LFT | 47.00000 11265.90| 47.00000 11265.90| RAILING, CONCRETE, C, WITH MICROSILICA | | | 0080 706-05732 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0081 709-51821 LUMP| 7500.00000 7500.00| 8000.00000 8000.00| SURFACE SEAL | | | 0082 714-26702 158.000 LFT | 220.00000 34760.00| 290.00000 45820.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0083 714-26703 196.000 LFT | 240.00000 47040.00| 300.00000 58800.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0084 714-26725 122.000 LFT | 610.00000 74420.00| 670.00000 81740.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0085 714-93978 152.000 LFT | 135.00000 20520.00| 163.00000 24776.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 2 FT. | | | 0086 714-99346 562.000 LFT | 125.00000 70250.00| 132.00000 74184.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 2 FT. | | | 0087 714-99348 184.000 LFT | 185.00000 34040.00| 260.00000 47840.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 3 FT. | | | 0088 715-01715 10.000 LFT | 100.00000 1000.00| 45.00000 450.00| PIPE, REINFORCED CONCRETE, 18 IN. | | | 0089 715-02512 10.000 LFT | 125.00000 1250.00| 51.00000 510.00| PIPE, REINFORCED CONCRETE, 21 IN. | | | 0090 715-03149 467.000 LFT | 28.00000 13076.00| 23.00000 10741.00| PIPE, GROUP D, 15 IN. | | | 0091 715-04612 26.000 LFT | 50.00000 1300.00| 53.00000 1378.00| PIPE , FBBCS, 24 IN. | | | 0092 715-04612 7.000 LFT | 300.00000 2100.00| 240.00000 1680.00| PIPE , FBBCS, 66 IN. | | | 0093 715-04612 190.000 LFT | 53.00000 10070.00| 60.00000 11400.00| PIPE , GROUP G-1, MIN. AREA 4.5 SQ.FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 34-4456871 | |JOHNSON, S.E. COMPANIES, INC|MILLER BROS. CONSTR., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 715-04612 141.000 LFT | 65.00000 9165.00| 62.00000 8742.00| PIPE , GROUP G-1, MIN. AREA 6.5 SQ.FT. | | | 0095 715-04612 200.000 LFT | 62.00000 12400.00| 61.00000 12200.00| PIPE , GROUP G-2, MIN. AREA 6.5 SQ.FT. | | | 0096 715-04612 234.000 LFT | 120.00000 28080.00| 110.00000 25740.00| PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 12.9 SQ. FT. | | | 0097 715-04612 67.000 LFT | 220.00000 14740.00| 220.00000 14740.00| PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 24.8 SQ. FT. | | | 0098 715-04612 130.000 LFT | 60.00000 7800.00| 56.00000 7280.00| PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 3.3 SQ. FT. | | | 0099 715-04612 82.000 LFT | 83.00000 6806.00| 88.00000 7216.00| PIPE , REINFORCED CONCRETE, HE, MIN. | | | AREA 7.4 SQ. FT. | | | 0100 715-04612 256.000 LFT | 280.00000 71680.00| 480.00000 122880.00| PIPE , SPSPA, 16 FT.-3 IN. X 10 FT.-10 | | | IN., 0.109 T & S WITH CONCRETE PAVED | | | INVERT | | | 0101 715-04612 190.000 LFT | 47.00000 8930.00| 15.00000 2850.00| PIPE , ZCCS, 0.079 IN., 12 IN. | | | 0102 715-04629 2.000 EACH| 600.00000 1200.00| 1050.00000 2100.00| PIPE END SECTION, MIN. AREA 3.3 SQ.FT. | | | 0103 715-04694 6.000 EACH| 500.00000 3000.00| 1000.00000 6000.00| PIPE END SECTION, MIN. AREA 6.5 SQ. FT. | | | 0104 715-05053 6594.000 LFT | 7.50000 49455.00| 15.00000 98910.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0105 715-13000 1751.000 LFT | 4.00000 7004.00| 9.00000 15759.00| PIPE, GROUP L, 6 IN. | | | 0106 715-13002 1000.000 LFT | 5.00000 5000.00| 6.00000 6000.00| PIPE, GROUP L, 8 IN. | | | 0107 715-13005 1000.000 LFT | 6.00000 6000.00| 7.00000 7000.00| PIPE, GROUP L, 10 IN. | | | 0108 715-13010 2514.000 LFT | 10.00000 25140.00| 19.00000 47766.00| PIPE, GROUP L, 12 IN. | | | 0109 715-44240 24.000 CYS | 800.00000 19200.00| 750.00000 18000.00| CONCRETE, A, STRUCTURES | | | 0110 715-44255 76705.000 LFT | 1.50000 115057.50| 1.10000 84375.50| PIPE, GROUP K, 6 IN. | | | 0111 715-46000 27.000 EACH| 165.00000 4455.00| 385.00000 10395.00| PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 34-4456871 | |JOHNSON, S.E. COMPANIES, INC|MILLER BROS. CONSTR., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 715-46005 26.000 EACH| 180.00000 4680.00| 435.00000 11310.00| PIPE END SECTION, 15 IN. | | | 0113 715-46010 2.000 EACH| 215.00000 430.00| 540.00000 1080.00| PIPE END SECTION, 18 IN. | | | 0114 715-46015 2.000 EACH| 240.00000 480.00| 565.00000 1130.00| PIPE END SECTION, 21 IN. | | | 0115 715-46020 3.000 EACH| 340.00000 1020.00| 655.00000 1965.00| PIPE END SECTION, 24 IN. | | | 0116 715-95092 7517.000 LFT | 58.70000 441247.90| 53.00000 398401.00| SLOTTED DRAIN, 12 IN. | | | 0117 715-97541 1000.000 LFT | 4.00000 4000.00| 5.00000 5000.00| PIPE, GROUP L, 4 IN. | | | 0118 715-97607 4.000 EACH| 435.00000 1740.00| 620.00000 2480.00| PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0119 715-99178 10.000 LFT | 105.00000 1050.00| 51.00000 510.00| PIPE, REINFORCED CONCRETE, 24 IN. | | | 0120 715-99384 30.000 LFT | 54.00000 1620.00| 45.00000 1350.00| PIPE, REINFORCED CONCRETE, 15 IN. | | | 0121 718-04880 84.000 EACH| 450.00000 37800.00| 520.00000 43680.00| OUTLET PROTECTOR, A | | | 0122 718-04881 51.000 EACH| 175.00000 8925.00| 310.00000 15810.00| OUTLET PROTECTOR, B | | | 0123 718-52610 6060.000 CYS | 18.00000 109080.00| 20.00000 121200.00| AGGREGATE FOR UNDERDRAINS | | | 0124 718-99153 51137.000 SYS | 0.50000 25568.50| 0.75000 38352.75| GEOTEXTILES FOR UNDERDRAIN | | | 0125 720-44000 3.000 EACH| 300.00000 900.00| 260.00000 780.00| CASTING, ADJUST TO GRADE | | | 0126 720-44296 1.000 EACH| 500.00000 500.00| 310.00000 310.00| CAP INLET | | | 0127 720-45030 1.000 EACH| 2000.00000 2000.00| 950.00000 950.00| INLET, E7 | | | 0128 720-45605 3.000 LFT | 300.00000 900.00| 360.00000 1080.00| MANHOLE, RECONSTRUCT STRUCTURE | | | 0129 801-04308 13.000 EACH| 585.00000 7605.00| 585.00000 7605.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0130 801-06203 10940.000 LFT | 0.30000 3282.00| 0.30000 3282.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0131 801-06207 28250.000 LFT | 0.95000 26837.50| 0.95000 26837.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 34-4456871 | |JOHNSON, S.E. COMPANIES, INC|MILLER BROS. CONSTR., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 801-06216 25.000 LFT | 1.85000 46.25| 1.85000 46.25| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0133 801-06469 6780.000 LFT | 1.60000 10848.00| 1.60000 10848.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0134 801-06605 143.000 EACH| 208.00000 29744.00| 208.00000 29744.00| BARRICADE, IIIA | | | 0135 801-06606 7.000 EACH| 291.00000 2037.00| 291.00000 2037.00| BARRICADE, IIIB | | | 0136 801-06625 21.000 EACH| 132.00000 2772.00| 132.00000 2772.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0137 801-06640 70.000 EACH| 230.00000 16100.00| 230.00000 16100.00| CONSTRUCTION SIGN, A | | | 0138 801-06645 7.000 EACH| 40.00000 280.00| 40.00000 280.00| CONSTRUCTION SIGN, B | | | 0139 801-06710 119.000 DAY | 20.00000 2380.00| 20.00000 2380.00| FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 150000.00000 150000.00| 71000.00000 71000.00| MAINTAINING TRAFFIC | | | 0141 802-05702 14.000 LFT | 10.00000 140.00| 10.00000 140.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-05704 788.500 LFT | 4.72000 3721.72| 4.72000 3721.72| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0143 802-76020 9.750 SFT | 26.40000 257.40| 26.40000 257.40| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0144 802-76025 98.100 SFT | 23.00000 2256.30| 23.00000 2256.30| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0145 802-76035 412.820 SFT | 23.10000 9536.14| 23.10000 9536.14| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0146 802-76055 78.000 LFT | 1.01000 78.78| 1.01000 78.78| SIGN POST, A | | | 0147 804-06770 4.000 EACH| 25.00000 100.00| 75.00000 300.00| DELINEATOR POST | | | 0148 808-01804 92.000 LFT | 11.00000 1012.00| 11.00000 1012.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/18/99 PAGE : 211 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15076006.66 ROUTE : DALMAN ROAD CALL ORDER : 211 CONTRACT ID : R -24727-A COUNTIES : ALLEN LETTING DATE : 10/13/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 34-4272670 |(8) 34-4456871 | |JOHNSON, S.E. COMPANIES, INC|MILLER BROS. CONSTR., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 808-03178 23.000 EACH| 266.50000 6129.50| 266.50000 6129.50| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0150 808-03179 11.000 EACH| 375.00000 4125.00| 375.00000 4125.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0151 808-06713 58883.000 LFT | 0.04000 2355.32| 0.04000 2355.32| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0152 808-06714 58714.000 LFT | 0.04000 2348.56| 0.04000 2348.56| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0153 808-75061 9260.000 LFT | 2.38000 22038.80| 2.38000 22038.80| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0154 808-75278 1001.000 LFT | 1.15000 1151.15| 1.15000 1151.15| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0155 808-75297 284.000 LFT | 3.80000 1079.20| 3.80000 1079.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0156 808-75320 9.000 EACH| 54.00000 486.00| 54.00000 486.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0157 808-75325 6.000 EACH| 84.00000 504.00| 84.00000 504.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0158 808-75998 774.000 EACH| 25.90000 20046.60| 25.90000 20046.60| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0159 808-97127 1478.000 LFT | 0.36000 532.08| 0.36000 532.08| LINE, THERMOPLASTIC, SOLID, WHITE, 5 IN.| | | 0160 808-99195 4705.000 LFT | 2.38000 11197.90| 2.38000 11197.90| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 5 IN. | | | 0161 303-60012 3637.000 TON | 10.00000 36370.00| 10.75000 39097.75| AGGREGATE, 2 | | | 0162 501-04771 LUMP| 5000.00000 5000.00| 6500.00000 6500.00| CORING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 10,837,442.95| $ 10,855,178.57| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,837,442.95| $ 10,855,178.57| ====================================================================================================================================