INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5232006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,638,812.20 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,657,804.41 100.7197% 3 35-1033872 GRADY BROTHERS, INC. $ 2,706,016.42 102.5467% 4 35-1139301 E & B PAVING, INC. $ 2,736,539.95 103.7034% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,796,215.84 105.9649% 6 35-1212938 ATLAS EXCAVATING, INC. $ 2,852,549.91 108.0997% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 2,906,235.37 110.1342% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1033872 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |GRADY BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT, ASPHALT | | | 0001 105-01925 8.000 MOS | 2203.41000 17627.28| 1252.12000 10016.96| 2000.00000 16000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 71190.00000 71190.00| 19856.62000 19856.62| 43000.00000 43000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 130000.00000 130000.00| 93000.00000 93000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 64601.47000 64601.47| 9330.18000 9330.18| 26000.00000 26000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 12063.000 m2 | 7.39000 89145.57| 6.34000 76479.42| 0.58000 6996.54 PAVEMENT, REMOVE | | | 0006 202-02278 162.050 m | 5.38000 871.83| 4.65000 753.53| 11.20000 1814.96 CURB, CONCRETE, REMOVE | | | 0007 202-52710 2994.290 m2 | 4.87000 14582.19| 3.87000 11587.90| 0.48000 1437.26 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 216.000 m2 | 2.19000 473.04| 7.13000 1540.08| 12.90000 2786.40 SURFACE MILLING, ASPHALT | | | 0009 202-91385 24.000 EACH| 119.83000 2875.92| 194.42000 4666.08| 301.00000 7224.00 INLET, REMOVE | | | 0010 202-96133 760.700 m | 13.52000 10284.66| 38.84000 29545.59| 61.50000 46783.05 PIPE, REMOVE | | | 0011 203-02000 9802.000 m3 | 16.31000 159870.62| 17.08000 167418.16| 11.65000 114193.30 EXCAVATION, COMMON | | | 0012 203-02045 11866.000 m3 | 6.82000 80926.12| 4.29000 50905.14| 12.75000 151291.50 EXCAVATION FOR SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1033872 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |GRADY BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02050 24.000 m3 | 20.31000 487.44| 31.71000 761.04| 18.00000 432.00 B BORROW | | | 0014 211-02060 7683.700 m3 | 18.00000 138306.60| 21.71000 166813.13| 16.00000 122939.20 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52309 719.730 Mg | 18.50000 13315.01| 20.13000 14488.16| 16.00000 11515.68 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0016 303-98541 220.000 Mg | 37.48000 8245.60| 20.16000 4435.20| 22.00000 4840.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0017 303-98541 100.000 Mg | 75.00000 7500.00| 18.12000 1812.00| 28.00000 2800.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | FOR DRIVE MAINTENANCE | | | 0018 305-05205 200.000 Mg | 100.00000 20000.00| 49.17000 9834.00| 85.00000 17000.00 HMA FOR PATCHING, TEMPORARY | | | 0019 401-05437 11723.500 Mg | 35.70000 418528.95| 35.80000 419701.30| 30.60000 358739.10 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0020 401-05455 4199.000 Mg | 38.85000 163131.15| 37.59000 157840.41| 31.50000 132268.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 1908.600 Mg | 46.20000 88177.32| 49.73000 94914.68| 42.05000 80256.63 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05459 209.520 Mg | 44.10000 9239.83| 54.67000 11454.46| 33.50000 7018.92 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05475 4561.000 Mg | 31.50000 143671.50| 38.06000 173591.66| 31.00000 141391.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0024 404-05511 1176.000 m2 | 2.84000 3339.84| 1.55000 1822.80| 4.00000 4704.00 SEAL COAT, 2 | | | 0025 406-05520 25.900 Mg | 157.50000 4079.25| 227.13000 5882.67| 375.00000 9712.50 ASPHALT FOR TACK COAT | | | 0026 604-06069 38.400 m2 | 45.84000 1760.26| 42.07000 1615.49| 39.85000 1530.24 CURB RAMP, CONCRETE | | | 0027 604-06070 3045.150 m2 | 26.83000 81701.37| 39.28000 119613.49| 28.00000 85264.20 SIDEWALK, CONCRETE | | | 0028 604-44251 2.000 m3 | 799.81000 1599.62| 443.80000 887.60| 975.00000 1950.00 STEPS, CONCRETE | | | 0029 605-06120 273.780 m | 59.82000 16377.52| 79.32000 21716.23| 47.50000 13004.55 CURB, CONCRETE | | | 0030 605-52807 2916.500 m | 38.92000 113510.18| 37.02000 107968.83| 48.50000 141450.25 CURB AND GUTTER, COMBINED | | | 0031 605-90726 62.000 m | 55.00000 3410.00| 49.52000 3070.24| 48.45000 3003.90 CURB, CONCRETE, DEPRESSED | | | 0032 610-05527 40.700 Mg | 99.75000 4059.83| 296.95000 12085.86| 175.00000 7122.50 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1033872 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |GRADY BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-05330 1169.240 m2 | 37.46000 43799.73| 46.05000 53843.50| 42.50000 49692.70 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0034 611-95023 22.000 EACH| 94.38000 2076.36| 60.91000 1340.02| 105.00000 2310.00 MAILBOX ASSEMBLY, RESET | | | 0035 616-02320 74.240 m2 | 7.40000 549.38| 2.14000 158.87| 3.75000 278.40 GEOTEXTILES | | | 0036 616-06406 95.320 m2 | 27.70000 2640.36| 33.65000 3207.52| 16.00000 1525.12 RIPRAP, REVETMENT | | | 0037 616-94426 124.000 m2 | 15.54000 1926.96| 2.46000 305.04| 5.00000 620.00 GEOGRID | | | 0039 621-06575 7187.880 m2 | 3.15000 22641.82| 3.28000 23576.25| 4.25000 30548.49 SODDING, NURSERY | | | 0040 703-51030 53.100 kg | 1.49000 79.12| 2.75000 146.03| 3.10000 164.61 REINFORCING STEEL | | | 0041 714-04802 120.000 m2 | 230.32000 27638.40| 177.42000 21290.40| 295.00000 35400.00 CONCRETE MODULAR BLOCK WALL | | | 0042 714-26702 31.700 m | 793.41000 25151.10| 944.67000 29946.04| 1012.50000 32096.25 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0043 714-26708 5.100 m | 1597.49000 8147.20| 1699.81000 8669.03| 2016.00000 10281.60 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0044 714-93978 83.900 m | 451.79000 37905.18| 497.13000 41709.21| 530.50000 44508.95 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0045 715-01459 323.600 m | 63.50000 20548.60| 65.25000 21114.90| 116.50000 37699.40 PIPE, REINFORCED CONCRETE, III, 300 mm | | | 0046 715-05048 3891.000 m | 6.46000 25135.86| 9.36000 36419.76| 9.95000 38715.45 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 715-05049 20.000 m | 40.34000 806.80| 16.41000 328.20| 54.60000 1092.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0048 715-05203 20.000 m | 36.27000 725.40| 15.32000 306.40| 50.40000 1008.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0049 715-05336 1074.100 m | 174.96000 187924.54| 236.61000 254142.80| 326.00000 350156.60 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0050 715-05338 12.800 m | 249.73000 3196.54| 236.25000 3024.00| 346.40000 4433.92 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0051 715-41050 168.900 m | 91.16000 15396.92| 70.46000 11900.69| 95.70000 16163.73 PIPE, REINFORCED CONCRETE, III, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1033872 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |GRADY BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-41055 194.700 m | 64.59000 12575.67| 83.74000 16304.18| 114.80000 22351.56 PIPE, REINFORCED CONCRETE, III, 450 mm | | | 0053 715-41065 23.300 m | 82.53000 1922.95| 118.45000 2759.89| 144.20000 3359.86 PIPE, REINFORCED CONCRETE, III, 600 mm | | | 0054 715-41075 33.300 m | 104.32000 3473.86| 192.16000 6398.93| 170.00000 5661.00 PIPE, REINFORCED CONCRETE, III, 750 mm | | | 0055 715-44240 0.800 m3 | 627.99000 502.39| 171.75000 137.40| 187.50000 150.00 CONCRETE, A, STRUCTURES | | | 0056 718-52610 817.920 m3 | 35.82000 29297.89| 28.57000 23367.97| 40.00000 32716.80 AGGREGATE FOR UNDERDRAINS | | | 0057 718-99153 9462.600 m2 | 1.67000 15802.54| 1.36000 12869.14| 1.20000 11355.12 GEOTEXTILES FOR UNDERDRAIN | | | 0058 720-03194 1.000 EACH| 2279.64000 2279.64| 1578.74000 1578.74| 2675.00000 2675.00 MANHOLE , 7, MODIFIED, 1.5 m X 1.5 m | | | 0059 720-44000 19.000 EACH| 201.83000 3834.77| 185.10000 3516.90| 205.00000 3895.00 CASTING, ADJUST TO GRADE | | | 0060 720-45030 11.000 EACH| 929.89000 10228.79| 1184.53000 13029.83| 1015.25000 11167.75 INLET, E7 | | | 0061 720-45035 1.000 EACH| 923.84000 923.84| 1006.59000 1006.59| 1118.90000 1118.90 INLET, F7 | | | 0062 720-45400 3.000 EACH| 1568.16000 4704.48| 1714.22000 5142.66| 1862.45000 5587.35 MANHOLE, A4 | | | 0063 720-92393 1.000 EACH| 1349.15000 1349.15| 1753.35000 1753.35| 1600.00000 1600.00 MANHOLE, 4, MODIFIED , 0.9 m X 0.9 m | | | 0064 720-92393 1.000 EACH| 1932.37000 1932.37| 1786.17000 1786.17| 2074.00000 2074.00 MANHOLE, 4, MODIFIED , 1.2 m X 1.2 m | | | 0065 720-92393 22.000 EACH| 2710.40000 59628.80| 1876.30000 41278.60| 3120.00000 68640.00 MANHOLE, 4, MODIFIED , 1.5 m X 1.5 m | | | 0066 720-93411 8.000 EACH| 1617.17000 12937.36| 1751.57000 14012.56| 1700.00000 13600.00 INLET, C15, MODIFIED | | | 0067 720-98174 19.000 EACH| 1614.75000 30680.25| 1717.52000 32632.88| 1690.00000 32110.00 INLET, B15 | | | 0068 720-98555 9.000 EACH| 1618.38000 14565.42| 1731.86000 15586.74| 1701.00000 15309.00 INLET, C15 | | | 0069 731-93947 72.000 m | 78.97000 5685.84| 17.99000 1295.28| 95.70000 6890.40 LEVELING PAD, CONCRETE | | | 0070 801-03291 2.000 EACH| 78.75000 157.50| 60.18000 120.36| 80.00000 160.00 CONSTRUCTION SIGN, D | | | 0071 801-04308 8.000 EACH| 262.50000 2100.00| 229.76000 1838.08| 268.00000 2144.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06207 11970.000 m | 3.05000 36508.50| 3.34000 39979.80| 3.10000 37107.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1033872 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |GRADY BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06605 4.000 EACH| 52.50000 210.00| 109.41000 437.64| 53.75000 215.00 BARRICADE, IIIA | | | 0074 801-06606 16.000 EACH| 73.50000 1176.00| 60.18000 962.88| 75.25000 1204.00 BARRICADE, IIIB | | | 0075 801-06625 25.000 EACH| 61.95000 1548.75| 98.47000 2461.75| 63.50000 1587.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 78.000 EACH| 120.75000 9418.50| 90.61000 7067.58| 123.60000 9640.80 CONSTRUCTION SIGN, A | | | 0077 801-06645 4.000 EACH| 36.75000 147.00| 38.29000 153.16| 37.50000 150.00 CONSTRUCTION SIGN, B | | | 0078 801-06710 20.000 DAY | 14.70000 294.00| 20.94000 418.80| 15.05000 301.00 FLASHING ARROW SIGN | | | 0079 801-06775 LUMP| 50000.00000 50000.00| 39274.32000 39274.32| 83000.00000 83000.00 MAINTAINING TRAFFIC | | | 0080 802-76055 1.000 m | 52.50000 52.50| 21.88000 21.88| 100.00000 100.00 SIGN POST, A | | | 0081 808-01226 112.000 EACH| 11.18000 1252.16| 13.46000 1507.52| 13.20000 1478.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0082 808-06703 3963.320 m | 0.83000 3289.56| 1.01000 4002.95| 0.75000 2972.49 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0083 808-74815 101.710 m | 6.83000 694.68| 5.20000 528.89| 7.00000 711.97 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0084 808-75245 3963.320 m | 0.83000 3289.56| 1.01000 4002.95| 1.00000 3963.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 24.430 m | 13.65000 333.47| 10.39000 253.83| 14.00000 342.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75994 112.000 EACH| 11.18000 1252.16| 7.55000 845.60| 7.40000 828.80 PRISMATIC REFLECTOR | | | 0087 808-75996 112.000 EACH| 8.03000 899.36| 6.75000 756.00| 8.25000 924.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0088 205-02224 300.000 m | 5.86000 1758.00| 6.11000 1833.00| 6.00000 1800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0089 205-02237 36.000 EACH| 36.75000 1323.00| 38.29000 1378.44| 37.50000 1350.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1136349 |(3) 35-1033872 |HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. |GRADY BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 205-02234 5.000 EACH| 68.25000 341.25| 71.12000 355.60| 69.80000 349.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0091 808-06716 1200.000 m | 1.05000 1260.00| 1.09000 1308.00| 1.05000 1260.00 LINE, REMOVE | | | SECTION TOTALS | $ 2,638,812.20| $ 2,657,804.41| $ 2,706,016.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,638,812.20| $ 2,657,804.41| $ 2,706,016.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-1212938 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT, ASPHALT | | | 0001 105-01925 8.000 MOS | 1800.00000 14400.00| 2987.86000 23902.88| 1900.00000 15200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 55600.00000 55600.00| 71050.50000 71050.50| 59700.00000 59700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 136000.00000 136000.00| 134500.00000 134500.00| 127000.00000 127000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 34000.00000 34000.00| 15000.00000 15000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 12063.000 m2 | 7.65000 92281.95| 6.87000 82872.81| 6.00000 72378.00 PAVEMENT, REMOVE | | | 0006 202-02278 162.050 m | 10.37000 1680.46| 37.12000 6015.30| 5.40000 875.07 CURB, CONCRETE, REMOVE | | | 0007 202-52710 2994.290 m2 | 2.58000 7725.27| 4.46000 13354.53| 3.00000 8982.87 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 216.000 m2 | 6.00000 1296.00| 23.89000 5160.24| 20.00000 4320.00 SURFACE MILLING, ASPHALT | | | 0009 202-91385 24.000 EACH| 340.00000 8160.00| 270.91000 6501.84| 75.00000 1800.00 INLET, REMOVE | | | 0010 202-96133 760.700 m | 58.00000 44120.60| 63.42000 48243.59| 30.00000 22821.00 PIPE, REMOVE | | | 0011 203-02000 9802.000 m3 | 13.34000 130758.68| 20.47000 200646.94| 16.00000 156832.00 EXCAVATION, COMMON | | | 0012 203-02045 11866.000 m3 | 8.24000 97775.84| 6.45000 76535.70| 6.70000 79502.20 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02050 24.000 m3 | 31.72000 761.28| 71.30000 1711.20| 32.50000 780.00 B BORROW | | | 0014 211-02060 7683.700 m3 | 16.83000 129316.67| 14.25000 109492.73| 14.50000 111413.65 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52309 719.730 Mg | 17.67000 12717.63| 27.11000 19511.88| 21.50000 15474.20 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0016 303-98541 220.000 Mg | 22.78000 5011.60| 79.29000 17443.80| 19.40000 4268.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0017 303-98541 100.000 Mg | 22.78000 2278.00| 71.55000 7155.00| 49.00000 4900.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | FOR DRIVE MAINTENANCE | | | 0018 305-05205 200.000 Mg | 40.00000 8000.00| 116.22000 23244.00| 138.00000 27600.00 HMA FOR PATCHING, TEMPORARY | | | 0019 401-05437 11723.500 Mg | 37.00000 433769.50| 34.00000 398599.00| 35.50000 416184.25 QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-1212938 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-05455 4199.000 Mg | 35.00000 146965.00| 37.00000 155363.00| 37.00000 155363.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 1908.600 Mg | 53.50000 102110.10| 44.00000 83978.40| 47.00000 89704.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05459 209.520 Mg | 46.00000 9637.92| 42.00000 8799.84| 40.00000 8380.80 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05475 4561.000 Mg | 28.60000 130444.60| 30.00000 136830.00| 32.00000 145952.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0024 404-05511 1176.000 m2 | 3.70000 4351.20| 2.70000 3175.20| 2.50000 2940.00 SEAL COAT, 2 | | | 0025 406-05520 25.900 Mg | 180.00000 4662.00| 150.00000 3885.00| 160.00000 4144.00 ASPHALT FOR TACK COAT | | | 0026 604-06069 38.400 m2 | 37.50000 1440.00| 39.47000 1515.65| 70.00000 2688.00 CURB RAMP, CONCRETE | | | 0027 604-06070 3045.150 m2 | 28.00000 85264.20| 40.91000 124577.09| 27.25000 82980.34 SIDEWALK, CONCRETE | | | 0028 604-44251 2.000 m3 | 1000.00000 2000.00| 1052.60000 2105.20| 1100.00000 2200.00 STEPS, CONCRETE | | | 0029 605-06120 273.780 m | 50.00000 13689.00| 67.62000 18513.00| 38.50000 10540.53 CURB, CONCRETE | | | 0030 605-52807 2916.500 m | 53.00000 154574.50| 36.37000 106073.11| 35.50000 103535.75 CURB AND GUTTER, COMBINED | | | 0031 605-90726 62.000 m | 45.00000 2790.00| 65.74000 4075.88| 39.00000 2418.00 CURB, CONCRETE, DEPRESSED | | | 0032 610-05527 40.700 Mg | 70.00000 2849.00| 95.00000 3866.50| 135.00000 5494.50 HMA FOR APPROACHES | | | 0033 611-05330 1169.240 m2 | 38.00000 44431.12| 47.75000 55831.21| 40.00000 46769.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0034 611-95023 22.000 EACH| 165.00000 3630.00| 105.26000 2315.72| 225.00000 4950.00 MAILBOX ASSEMBLY, RESET | | | 0035 616-02320 74.240 m2 | 4.31000 319.97| 9.82000 729.04| 11.00000 816.64 GEOTEXTILES | | | 0036 616-06406 95.320 m2 | 27.45000 2616.53| 35.85000 3417.22| 34.00000 3240.88 RIPRAP, REVETMENT | | | 0037 616-94426 124.000 m2 | 6.11000 757.64| 9.54000 1182.96| 30.00000 3720.00 GEOGRID | | | 0039 621-06575 7187.880 m2 | 3.18000 22857.46| 3.30000 23720.00| 3.25000 23360.61 SODDING, NURSERY | | | 0040 703-51030 53.100 kg | 2.00000 106.20| 2.11000 112.04| 13.00000 690.30 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-1212938 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 714-04802 120.000 m2 | 210.00000 25200.00| 250.43000 30051.60| 350.00000 42000.00 CONCRETE MODULAR BLOCK WALL | | | 0042 714-26702 31.700 m | 1017.06000 32240.80| 1057.64000 33527.19| 1060.00000 33602.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0043 714-26708 5.100 m | 1937.63000 9881.91| 1816.95000 9266.45| 1720.00000 8772.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0044 714-93978 83.900 m | 675.56000 56679.48| 467.19000 39197.24| 750.00000 62925.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0045 715-01459 323.600 m | 71.00000 22975.60| 88.25000 28557.70| 88.00000 28476.80 PIPE, REINFORCED CONCRETE, III, 300 mm | | | 0046 715-05048 3891.000 m | 7.19000 27976.29| 7.95000 30933.45| 5.75000 22373.25 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 715-05049 20.000 m | 41.40000 828.00| 15.79000 315.80| 25.25000 505.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0048 715-05203 20.000 m | 35.43000 708.60| 15.79000 315.80| 21.40000 428.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0049 715-05336 1074.100 m | 224.08000 240684.33| 247.46000 265796.79| 210.00000 225561.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0050 715-05338 12.800 m | 229.40000 2936.32| 266.73000 3414.14| 370.00000 4736.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0051 715-41050 168.900 m | 78.31000 13226.56| 112.03000 18921.87| 115.00000 19423.50 PIPE, REINFORCED CONCRETE, III, 375 mm | | | 0052 715-41055 194.700 m | 87.17000 16972.00| 77.85000 15157.40| 113.00000 22001.10 PIPE, REINFORCED CONCRETE, III, 450 mm | | | 0053 715-41065 23.300 m | 109.45000 2550.19| 115.34000 2687.42| 137.00000 3192.10 PIPE, REINFORCED CONCRETE, III, 600 mm | | | 0054 715-41075 33.300 m | 136.15000 4533.80| 139.79000 4655.01| 165.00000 5494.50 PIPE, REINFORCED CONCRETE, III, 750 mm | | | 0055 715-44240 0.800 m3 | 1404.74000 1123.79| 1476.95000 1181.54| 1600.00000 1280.00 CONCRETE, A, STRUCTURES | | | 0056 718-52610 817.920 m3 | 26.21000 21437.68| 31.58000 25829.91| 44.50000 36397.44 AGGREGATE FOR UNDERDRAINS | | | 0057 718-99153 9462.600 m2 | 1.18000 11165.87| 1.58000 14950.91| 1.75000 16559.55 GEOTEXTILES FOR UNDERDRAIN | | | 0058 720-03194 1.000 EACH| 4065.00000 4065.00| 2474.58000 2474.58| 3800.00000 3800.00 MANHOLE , 7, MODIFIED, 1.5 m X 1.5 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-1212938 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 720-44000 19.000 EACH| 434.00000 8246.00| 318.75000 6056.25| 180.00000 3420.00 CASTING, ADJUST TO GRADE | | | 0060 720-45030 11.000 EACH| 1357.00000 14927.00| 986.45000 10850.95| 1150.00000 12650.00 INLET, E7 | | | 0061 720-45035 1.000 EACH| 1357.00000 1357.00| 980.20000 980.20| 1100.00000 1100.00 INLET, F7 | | | 0062 720-45400 3.000 EACH| 2592.00000 7776.00| 1697.26000 5091.78| 1950.00000 5850.00 MANHOLE, A4 | | | 0063 720-92393 1.000 EACH| 2760.00000 2760.00| 1601.36000 1601.36| 2400.00000 2400.00 MANHOLE, 4, MODIFIED , 0.9 m X 0.9 m | | | 0064 720-92393 1.000 EACH| 2926.00000 2926.00| 2112.51000 2112.51| 3300.00000 3300.00 MANHOLE, 4, MODIFIED , 1.2 m X 1.2 m | | | 0065 720-92393 22.000 EACH| 2020.00000 44440.00| 2871.41000 63171.02| 3900.00000 85800.00 MANHOLE, 4, MODIFIED , 1.5 m X 1.5 m | | | 0066 720-93411 8.000 EACH| 2108.00000 16864.00| 1544.06000 12352.48| 1950.00000 15600.00 INLET, C15, MODIFIED | | | 0067 720-98174 19.000 EACH| 2100.00000 39900.00| 1541.61000 29290.59| 1950.00000 37050.00 INLET, B15 | | | 0068 720-98555 9.000 EACH| 2100.00000 18900.00| 1545.01000 13905.09| 1800.00000 16200.00 INLET, C15 | | | 0069 731-93947 72.000 m | 40.00000 2880.00| 198.31000 14278.32| 150.00000 10800.00 LEVELING PAD, CONCRETE | | | 0070 801-03291 2.000 EACH| 55.00000 110.00| 78.95000 157.90| 120.00000 240.00 CONSTRUCTION SIGN, D | | | 0071 801-04308 8.000 EACH| 420.00000 3360.00| 263.15000 2105.20| 200.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06207 11970.000 m | 3.05000 36508.50| 3.05000 36508.50| 2.90000 34713.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06605 4.000 EACH| 100.00000 400.00| 52.63000 210.52| 110.00000 440.00 BARRICADE, IIIA | | | 0074 801-06606 16.000 EACH| 110.00000 1760.00| 73.68000 1178.88| 117.00000 1872.00 BARRICADE, IIIB | | | 0075 801-06625 25.000 EACH| 90.00000 2250.00| 62.10000 1552.50| 80.00000 2000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 78.000 EACH| 95.00000 7410.00| 121.05000 9441.90| 77.00000 6006.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 4.000 EACH| 140.00000 560.00| 36.84000 147.36| 42.00000 168.00 CONSTRUCTION SIGN, B | | | 0078 801-06710 20.000 DAY | 20.00000 400.00| 14.74000 294.80| 15.00000 300.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 |(6) 35-1212938 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06775 LUMP| 56810.00000 56810.00| 40680.01000 40680.01| 195700.00000 195700.00 MAINTAINING TRAFFIC | | | 0080 802-76055 1.000 m | 100.00000 100.00| 16.16000 16.16| 110.00000 110.00 SIGN POST, A | | | 0081 808-01226 112.000 EACH| 10.65000 1192.80| 11.21000 1255.52| 11.00000 1232.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0082 808-06703 3963.320 m | 0.92000 3646.25| 0.83000 3289.56| 0.80000 3170.66 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0083 808-74815 101.710 m | 4.75000 483.12| 6.84000 695.70| 5.25000 533.98 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0084 808-75245 3963.320 m | 0.92000 3646.25| 0.83000 3289.56| 0.80000 3170.66 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 24.430 m | 9.50000 232.09| 13.68000 334.20| 9.25000 225.98 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75994 112.000 EACH| 10.65000 1192.80| 11.21000 1255.52| 11.00000 1232.00 PRISMATIC REFLECTOR | | | 0087 808-75996 112.000 EACH| 5.00000 560.00| 10.53000 1179.36| 26.00000 2912.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0088 205-02224 300.000 m | 7.35000 2205.00| 5.87000 1761.00| 5.60000 1680.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0089 205-02237 36.000 EACH| 96.00000 3456.00| 36.84000 1326.24| 36.00000 1296.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0090 205-02234 5.000 EACH| 277.00000 1385.00| 68.42000 342.10| 70.00000 350.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0091 808-06716 1200.000 m | 1.30000 1560.00| 1.05000 1260.00| 1.65000 1980.00 LINE, REMOVE | | | SECTION TOTALS | $ 2,736,539.95| $ 2,796,215.84| $ 2,852,549.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,736,539.95| $ 2,796,215.84| $ 2,852,549.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT, ASPHALT | | | 0001 105-01925 8.000 MOS | 1850.00000 14800.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 56000.00000 56000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 64500.00000 64500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 24000.00000 24000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 12063.000 m2 | 10.40000 125455.20| | PAVEMENT, REMOVE | | | 0006 202-02278 162.050 m | 17.00000 2754.85| | CURB, CONCRETE, REMOVE | | | 0007 202-52710 2994.290 m2 | 6.50000 19462.89| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 216.000 m2 | 8.50000 1836.00| | SURFACE MILLING, ASPHALT | | | 0009 202-91385 24.000 EACH| 650.00000 15600.00| | INLET, REMOVE | | | 0010 202-96133 760.700 m | 28.00000 21299.60| | PIPE, REMOVE | | | 0011 203-02000 9802.000 m3 | 22.75000 222995.50| | EXCAVATION, COMMON | | | 0012 203-02045 11866.000 m3 | 6.25000 74162.50| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02050 24.000 m3 | 30.00000 720.00| | B BORROW | | | 0014 211-02060 7683.700 m3 | 27.70000 212838.49| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52309 719.730 Mg | 24.75000 17813.32| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0016 303-98541 220.000 Mg | 26.40000 5808.00| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0017 303-98541 100.000 Mg | 26.40000 2640.00| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | FOR DRIVE MAINTENANCE | | | 0018 305-05205 200.000 Mg | 72.00000 14400.00| | HMA FOR PATCHING, TEMPORARY | | | 0019 401-05437 11723.500 Mg | 33.50000 392737.25| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-05455 4199.000 Mg | 35.00000 146965.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 1908.600 Mg | 45.00000 85887.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05459 209.520 Mg | 38.00000 7961.76| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05475 4561.000 Mg | 31.00000 141391.00| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0024 404-05511 1176.000 m2 | 2.30000 2704.80| | SEAL COAT, 2 | | | 0025 406-05520 25.900 Mg | 155.00000 4014.50| | ASPHALT FOR TACK COAT | | | 0026 604-06069 38.400 m2 | 55.00000 2112.00| | CURB RAMP, CONCRETE | | | 0027 604-06070 3045.150 m2 | 36.00000 109625.40| | SIDEWALK, CONCRETE | | | 0028 604-44251 2.000 m3 | 1100.00000 2200.00| | STEPS, CONCRETE | | | 0029 605-06120 273.780 m | 59.00000 16153.02| | CURB, CONCRETE | | | 0030 605-52807 2916.500 m | 45.00000 131242.50| | CURB AND GUTTER, COMBINED | | | 0031 605-90726 62.000 m | 100.00000 6200.00| | CURB, CONCRETE, DEPRESSED | | | 0032 610-05527 40.700 Mg | 125.00000 5087.50| | HMA FOR APPROACHES | | | 0033 611-05330 1169.240 m2 | 42.00000 49108.08| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0034 611-95023 22.000 EACH| 105.00000 2310.00| | MAILBOX ASSEMBLY, RESET | | | 0035 616-02320 74.240 m2 | 5.00000 371.20| | GEOTEXTILES | | | 0036 616-06406 95.320 m2 | 34.00000 3240.88| | RIPRAP, REVETMENT | | | 0037 616-94426 124.000 m2 | 12.00000 1488.00| | GEOGRID | | | 0039 621-06575 7187.880 m2 | 3.25000 23360.61| | SODDING, NURSERY | | | 0040 703-51030 53.100 kg | 2.15000 114.17| | REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 714-04802 120.000 m2 | 315.00000 37800.00| | CONCRETE MODULAR BLOCK WALL | | | 0042 714-26702 31.700 m | 800.00000 25360.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0043 714-26708 5.100 m | 1300.00000 6630.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0044 714-93978 83.900 m | 510.00000 42789.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0045 715-01459 323.600 m | 64.00000 20710.40| | PIPE, REINFORCED CONCRETE, III, 300 mm | | | 0046 715-05048 3891.000 m | 12.50000 48637.50| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 715-05049 20.000 m | 90.00000 1800.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0048 715-05203 20.000 m | 85.00000 1700.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0049 715-05336 1074.100 m | 215.00000 230931.50| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0050 715-05338 12.800 m | 320.00000 4096.00| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0051 715-41050 168.900 m | 147.00000 24828.30| | PIPE, REINFORCED CONCRETE, III, 375 mm | | | 0052 715-41055 194.700 m | 94.00000 18301.80| | PIPE, REINFORCED CONCRETE, III, 450 mm | | | 0053 715-41065 23.300 m | 130.00000 3029.00| | PIPE, REINFORCED CONCRETE, III, 600 mm | | | 0054 715-41075 33.300 m | 156.00000 5194.80| | PIPE, REINFORCED CONCRETE, III, 750 mm | | | 0055 715-44240 0.800 m3 | 1600.00000 1280.00| | CONCRETE, A, STRUCTURES | | | 0056 718-52610 817.920 m3 | 35.00000 28627.20| | AGGREGATE FOR UNDERDRAINS | | | 0057 718-99153 9462.600 m2 | 2.10000 19871.46| | GEOTEXTILES FOR UNDERDRAIN | | | 0058 720-03194 1.000 EACH| 4100.00000 4100.00| | MANHOLE , 7, MODIFIED, 1.5 m X 1.5 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 720-44000 19.000 EACH| 450.00000 8550.00| | CASTING, ADJUST TO GRADE | | | 0060 720-45030 11.000 EACH| 1275.00000 14025.00| | INLET, E7 | | | 0061 720-45035 1.000 EACH| 1275.00000 1275.00| | INLET, F7 | | | 0062 720-45400 3.000 EACH| 1750.00000 5250.00| | MANHOLE, A4 | | | 0063 720-92393 1.000 EACH| 2250.00000 2250.00| | MANHOLE, 4, MODIFIED , 0.9 m X 0.9 m | | | 0064 720-92393 1.000 EACH| 2775.00000 2775.00| | MANHOLE, 4, MODIFIED , 1.2 m X 1.2 m | | | 0065 720-92393 22.000 EACH| 4200.00000 92400.00| | MANHOLE, 4, MODIFIED , 1.5 m X 1.5 m | | | 0066 720-93411 8.000 EACH| 2125.00000 17000.00| | INLET, C15, MODIFIED | | | 0067 720-98174 19.000 EACH| 2070.00000 39330.00| | INLET, B15 | | | 0068 720-98555 9.000 EACH| 2070.00000 18630.00| | INLET, C15 | | | 0069 731-93947 72.000 m | 260.00000 18720.00| | LEVELING PAD, CONCRETE | | | 0070 801-03291 2.000 EACH| 120.00000 240.00| | CONSTRUCTION SIGN, D | | | 0071 801-04308 8.000 EACH| 210.00000 1680.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06207 11970.000 m | 3.00000 35910.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06605 4.000 EACH| 105.00000 420.00| | BARRICADE, IIIA | | | 0074 801-06606 16.000 EACH| 105.00000 1680.00| | BARRICADE, IIIB | | | 0075 801-06625 25.000 EACH| 80.00000 2000.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 78.000 EACH| 80.00000 6240.00| | CONSTRUCTION SIGN, A | | | 0077 801-06645 4.000 EACH| 42.00000 168.00| | CONSTRUCTION SIGN, B | | | 0078 801-06710 20.000 DAY | 14.75000 295.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 120 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,876,256.33 ROUTE : 136 CALL ORDER : 120 CONTRACT ID : R -23465-A COUNTIES : HENDRICKS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06775 LUMP| 64000.00000 64000.00| | MAINTAINING TRAFFIC | | | 0080 802-76055 1.000 m | 400.00000 400.00| | SIGN POST, A | | | 0081 808-01226 112.000 EACH| 11.00000 1232.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0082 808-06703 3963.320 m | 0.80000 3170.66| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0083 808-74815 101.710 m | 5.25000 533.98| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0084 808-75245 3963.320 m | 0.80000 3170.66| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 24.430 m | 9.50000 232.09| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75994 112.000 EACH| 11.00000 1232.00| | PRISMATIC REFLECTOR | | | 0087 808-75996 112.000 EACH| 10.50000 1176.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0088 205-02224 300.000 m | 5.50000 1650.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0089 205-02237 36.000 EACH| 37.00000 1332.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0090 205-02234 5.000 EACH| 72.00000 360.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0091 808-06716 1200.000 m | 1.55000 1860.00| | LINE, REMOVE | | | SECTION TOTALS | $ 2,906,235.37| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,906,235.37| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 126 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,990.67 ROUTE : CALL ORDER : 126 CONTRACT ID : R -23718-B COUNTIES : CLARK LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/28/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,275,200.10 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,289,362.20 101.1105% 3 35-1636776 LINKEL COMPANY $ 1,427,461.00 111.9401% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1636776 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 63750.00000 63750.00| 64000.00000 64000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 31500.00000 31500.00| 12000.00000 12000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0004 202-60820 18.000 SYS | 35.00000 630.00| 80.00000 1440.00| 100.00000 1800.00 SURFACE MILLING, ASPHALT | | | 0005 203-60778 LUMP| 85000.00000 85000.00| 50000.00000 50000.00| 50000.00000 50000.00 GRADING , LINEAR, MODIFIED | | | 0006 205-02224 655.000 LFT | 2.00000 1310.00| 2.00000 1310.00| 2.00000 1310.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION SILT FENCE | | | 0007 205-02236 3.000 EACH| 87.50000 262.50| 85.00000 255.00| 100.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0008 205-02770 452.000 SYS | 1.80000 813.60| 1.95000 881.40| 3.00000 1356.00 EROSION CONTROL BLANKET | | | 0009 205-03661 10035.000 SFT | 3.00000 30105.00| 1.40000 14049.00| 1.00000 10035.00 DRAINAGE MAT , PREFORMED | | | 0010 206-51235 LUMP| 60000.00000 60000.00| 198500.00000 198500.00| 50000.00000 50000.00 COFFERDAM | | | 0011 211-02050 1888.000 CYS | 24.00000 45312.00| 26.00000 49088.00| 20.00000 37760.00 B BORROW , BACKFILL | | | 0012 601-04793 167.000 LFT | 255.00000 42585.00| 230.00000 38410.00| 180.00000 30060.00 GUARDRAIL , OVERLOOK, PAINTED ALUMINUM | | | 0013 601-04793 540.000 LFT | 230.00000 124200.00| 230.00000 124200.00| 180.00000 97200.00 GUARDRAIL , PROMENADE, PAINTED ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 126 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,990.67 ROUTE : CALL ORDER : 126 CONTRACT ID : R -23718-B COUNTIES : CLARK LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1636776 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 603-04847 2.000 EACH| 1000.00000 2000.00| 750.00000 1500.00| 500.00000 1000.00 FENCE GATE , CHAINLINK, 24 FT., | | | TEMPORARY | | | 0015 603-98339 756.000 LFT | 7.25000 5481.00| 6.00000 4536.00| 20.00000 15120.00 FENCE, CHAIN LINK, 72 IN., TEMPORARY | | | 0016 604-06070 739.000 SYS | 39.00000 28821.00| 34.00000 25126.00| 30.00000 22170.00 SIDEWALK, CONCRETE , MODIFIED | | | 0017 604-44251 100.000 CYS | 620.00000 62000.00| 450.00000 45000.00| 1000.00000 100000.00 STEPS, CONCRETE ,MODIFIED | | | 0018 605-06125 76.000 LFT | 25.00000 1900.00| 22.00000 1672.00| 18.00000 1368.00 CURB, CONCRETE, MODIFIED | | | 0019 615-97797 1.000 EACH| 1200.00000 1200.00| 650.00000 650.00| 2000.00000 2000.00 PLAQUE, BRONZE | | | 0020 616-02320 756.000 SYS | 3.50000 2646.00| 2.50000 1890.00| 5.00000 3780.00 GEOTEXTILES | | | 0021 616-06400 756.000 SYS | 15.00000 11340.00| 22.00000 16632.00| 30.00000 22680.00 RIPRAP, DUMPED | | | 0022 616-06406 2920.000 SYS | 2.75000 8030.00| 6.00000 17520.00| 20.00000 58400.00 RIPRAP, REVETMENT STONE EXCAVATION, | | | (REMOVAL BY OWNER) | | | 0023 622-03949 2.000 EACH| 1000.00000 2000.00| 950.00000 1900.00| 1000.00000 2000.00 TRASH RECEPTACLE, ORNAMENTAL | | | 0024 704-04850 350.000 SYS | 20.00000 7000.00| 13.50000 4725.00| 200.00000 70000.00 CONCRETE FINISH, SPECIAL | | | 0025 706-01268 192.000 LFT | 95.00000 18240.00| 135.00000 25920.00| 200.00000 38400.00 HANDRAIL, ALUMINUM PAINTED | | | 0026 714-04851 920.000 CYS | 550.00000 506000.00| 500.00000 460000.00| 400.00000 368000.00 RETAINING WALL CONCRETE WITH REINF AND | | | FORM, MODIFIED | | | 0027 715-02906 630.000 LFT | 18.00000 11340.00| 17.00000 10710.00| 200.00000 126000.00 WATER LINE, 4 IN. | | | 0028 715-41045 122.000 LFT | 40.00000 4880.00| 40.00000 4880.00| 100.00000 12200.00 PIPE, REINFORCED CONCRETE, 12 IN. | | | 0029 715-41075 72.000 LFT | 50.00000 3600.00| 65.00000 4680.00| 180.00000 12960.00 PIPE, REINFORCED CONCRETE, III, 30 IN. | | | 0030 715-92874 80.000 LFT | 30.00000 2400.00| 40.00000 3200.00| 100.00000 8000.00 PIPE ENCASEMENT 2 IN. D. IRON FORCE MAIN| | | 0031 720-01894 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 600.00000 1800.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | MODIFIED | | | 0032 720-03369 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 5000.00000 5000.00 MANHOLE, C8, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 126 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,217,990.67 ROUTE : CALL ORDER : 126 CONTRACT ID : R -23718-B COUNTIES : CLARK LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1636776 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 720-04682 2.000 EACH| 3000.00000 6000.00| 1600.00000 3200.00| 3000.00000 6000.00 INLET , K13, MODIFIED | | | 0034 720-44000 1.000 EACH| 250.00000 250.00| 600.00000 600.00| 400.00000 400.00 CASTING, ADJUST TO GRADE | | | 0035 732-03053 1.000 EACH| 5000.00000 5000.00| 1600.00000 1600.00| 800.00000 800.00 METER PIT , 54 IN. X 102 IN., 4 IN | | | CONNECTION | | | 0036 732-03859 2.000 EACH| 1500.00000 3000.00| 2900.00000 5800.00| 1800.00000 3600.00 HYDRANT, VALVE AND BOX , FLUSHING | | | 0037 732-03943 2.000 EACH| 550.00000 1100.00| 670.00000 1340.00| 1200.00000 2400.00 WATER VALVE , 4" | | | 0038 802-03896 28.000 EACH| 1300.00000 36400.00| 1500.00000 42000.00| 1300.00000 36400.00 BOLLARD , ORNAMENTAL | | | 0039 805-06595 2397.000 LFT | 7.00000 16779.00| 6.40000 15340.80| 16.00000 38352.00 CONDUIT, PVC, 2 IN. , SCHEDULE 40 | | | 0040 805-86805 2.000 EACH| 2000.00000 4000.00| 1870.00000 3740.00| 4500.00000 9000.00 SERVICE POINT, I EL. ENCLOSURE | | | 0041 805-96014 135.000 LFT | 20.00000 2700.00| 4.00000 540.00| 6.00000 810.00 SAW CUT, FULL DEPTH | | | 0042 807-02191 5.000 EACH| 400.00000 2000.00| 389.00000 1945.00| 800.00000 4000.00 HANDHOLE, LIGHTING | | | 0043 807-03899 13.000 EACH| 525.00000 6825.00| 514.00000 6682.00| 1000.00000 13000.00 CONCRETE FOUNDATION WITH GROUNDING, 20 | | | IN. X 20 IN. X 48 IN. | | | 0044 900-01925 6.000 MOS | 1300.00000 7800.00| 1400.00000 8400.00| 2000.00000 12000.00 FIELD OFFICE, 550 SQ FT | | | SECTION TOTALS | $ 1,275,200.10| $ 1,289,362.20| $ 1,427,461.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,275,200.10| $ 1,289,362.20| $ 1,427,461.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1081010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 580,726.21 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. $ 654,491.62 112.7022% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 774,816.00 133.4219% 4 35-1212938 ATLAS EXCAVATING, INC. $ 782,976.94 134.8272% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 1,205,277.77 207.5466% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 |(3) 35-1364963 |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 9.000 MOS | 2240.00000 20160.00| 1210.00000 10890.00| 1000.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6720.00000 6720.00| 9900.00000 9900.00| 17500.00000 17500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 30800.00000 30800.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 2200.00000 2200.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 103.000 m2 | 10.00000 1030.00| 19.80000 2039.40| 10.00000 1030.00 PAVEMENT, REMOVE | | | 0006 202-02286 2.000 EACH| 4000.00000 8000.00| 10250.00000 20500.00| 19500.00000 39000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 5568.000 m2 | 1.52000 8463.36| 1.87000 10412.16| 1.60000 8908.80 SURFACE MILLING, ASPHALT | | | 0008 202-74025 234.300 m | 6.00000 1405.80| 6.60000 1546.38| 7.50000 1757.25 FENCE, REMOVE | | | 0009 202-78515 LUMP| 2212.05000 2212.05| 2442.00000 2442.00| 2400.00000 2400.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 3163.000 m3 | 12.00000 37956.00| 9.90000 31313.70| 18.00000 56934.00 EXCAVATION, COMMON | | | 0012 205-02224 640.000 m | 5.25000 3360.00| 5.78000 3699.20| 5.50000 3520.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 5.000 m | 6.50000 32.50| 7.15000 35.75| 7.50000 37.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 |(3) 35-1364963 |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02231 10.000 m | 20.00000 200.00| 22.00000 220.00| 50.00000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 13.000 EACH| 50.00000 650.00| 55.00000 715.00| 55.00000 715.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 2.000 EACH| 50.00000 100.00| 55.00000 110.00| 55.00000 110.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 211-02060 437.000 m3 | 18.70000 8171.90| 27.50000 12017.50| 27.50000 12017.50 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 1865.000 Mg | 14.00000 26110.00| 16.50000 30772.50| 21.50000 40097.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 305-05204 110.000 Mg | 80.00000 8800.00| 88.00000 9680.00| 85.00000 9350.00 HMA FOR PATCHING | | | 0020 402-05468 1223.200 Mg | 54.00000 66052.80| 59.40000 72658.08| 60.00000 73392.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05470 527.700 Mg | 54.00000 28495.80| 59.40000 31345.38| 60.00000 31662.00 HMA BASE C25.0 mm, MAINLINE | | | 0022 402-05474 1029.700 Mg | 44.00000 45306.80| 48.40000 49837.48| 47.50000 48910.75 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 597.400 Mg | 57.00000 34051.80| 66.00000 39428.40| 60.00000 35844.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 164.800 Mg | 54.00000 8899.20| 61.60000 10151.68| 57.50000 9476.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 915.000 m2 | 6.00000 5490.00| 6.60000 6039.00| 6.50000 5947.50 SEAL COAT, 2 | | | 0026 405-05517 5.230 Mg | 100.00000 523.00| 110.00000 575.30| 100.00000 523.00 ASPHALT FOR PRIME COAT | | | 0027 406-05520 5.850 Mg | 180.00000 1053.00| 198.00000 1158.30| 200.00000 1170.00 ASPHALT FOR TACK COAT | | | 0028 601-02103 11.430 m | 50.00000 571.50| 55.00000 628.65| 50.00000 571.50 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0029 601-02636 11.430 m | 49.00000 560.07| 53.90000 616.08| 80.00000 914.40 GUARDRAIL, W BEAM, NESTED | | | 0030 601-06037 2.000 EACH| 625.00000 1250.00| 687.50000 1375.00| 750.00000 1500.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 40.000 m | 45.00000 1800.00| 49.50000 1980.00| 40.00000 1600.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 610-05527 103.900 Mg | 100.00000 10390.00| 159.50000 16572.05| 145.00000 15065.50 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 |(3) 35-1364963 |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 611-06497 10.000 EACH| 97.00000 970.00| 106.70000 1067.00| 180.00000 1800.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 29.000 EACH| 95.00000 2755.00| 104.50000 3030.50| 110.00000 3190.00 RIGHT OF WAY MARKER | | | 0036 615-06527 1.000 EACH| 448.00000 448.00| 385.00000 385.00| 350.00000 350.00 MONUMENT, SECTION CORNER | | | 0037 616-02320 721.000 m2 | 2.00000 1442.00| 2.20000 1586.20| 3.00000 2163.00 GEOTEXTILES | | | 0038 616-06405 451.100 Mg | 21.00000 9473.10| 19.80000 8931.78| 24.00000 10826.40 RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH| 625.00000 625.00| 687.50000 687.50| 625.00000 625.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 11470.000 m2 | 0.38000 4358.60| 0.44000 5046.80| 0.50000 5735.00 MULCHED SEEDING, R | | | 0041 621-06574 1299.000 m2 | 3.65000 4741.35| 4.40000 5715.60| 4.00000 5196.00 SODDING | | | 0042 714-26702 31.000 m | 820.00000 25420.00| 885.50000 27450.50| 850.00000 26350.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0043 714-26703 69.400 m | 790.00000 54826.00| 836.00000 58018.40| 950.00000 65930.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0044 715-03475 7.000 EACH| 220.00000 1540.00| 242.00000 1694.00| 250.00000 1750.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0045 715-03584 1.000 EACH| 340.00000 340.00| 330.00000 330.00| 350.00000 350.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0046 715-04224 2.000 EACH| 275.00000 550.00| 297.00000 594.00| 300.00000 600.00 SAFETY METAL END SECTION, 4:1, 0.15 m2 | | | 0047 715-04611 1.000 EACH| 230.00000 230.00| 187.00000 187.00| 250.00000 250.00 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0048 715-05031 7.900 m | 42.00000 331.80| 82.50000 651.75| 60.00000 474.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0049 715-05048 1555.200 m | 6.50000 10108.80| 5.50000 8553.60| 7.00000 10886.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0050 715-05053 112.000 m | 26.00000 2912.00| 24.20000 2710.40| 27.50000 3080.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0051 715-05151 131.000 m | 36.00000 4716.00| 60.50000 7925.50| 70.00000 9170.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0052 715-05169 45.400 m | 36.00000 1634.40| 71.50000 3246.10| 70.00000 3178.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 |(3) 35-1364963 |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05209 25.000 m | 42.00000 1050.00| 82.50000 2062.50| 85.00000 2125.00 PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0054 715-05362 13.100 m | 160.00000 2096.00| 176.00000 2305.60| 250.00000 3275.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0055 715-46005 9.000 EACH| 185.00000 1665.00| 220.00000 1980.00| 300.00000 2700.00 PIPE END SECTION, 375 mm | | | 0056 715-46010 1.000 EACH| 200.00000 200.00| 258.50000 258.50| 325.00000 325.00 PIPE END SECTION, 450 mm | | | 0057 715-46050 2.000 EACH| 200.00000 400.00| 203.50000 407.00| 325.00000 650.00 PIPE END SECTION, MIN. AREA .15 m2 | | | 0058 718-04881 15.000 EACH| 175.00000 2625.00| 165.00000 2475.00| 180.00000 2700.00 OUTLET PROTECTOR, B | | | 0059 718-94889 325.000 m3 | 30.00000 9750.00| 29.70000 9652.50| 36.00000 11700.00 AGGREGATE FOR UNDERDRAINS, 8 | | | 0060 718-99153 2534.000 m2 | 1.00000 2534.00| 1.54000 3902.36| 1.10000 2787.40 GEOTEXTILES FOR UNDERDRAIN | | | 0061 720-45005 1.000 EACH| 975.00000 975.00| 1430.00000 1430.00| 1000.00000 1000.00 INLET, A2 | | | 0062 720-45035 1.000 EACH| 860.00000 860.00| 1210.00000 1210.00| 1200.00000 1200.00 INLET, F7 | | | 0063 801-03290 7.000 EACH| 99.00000 693.00| 108.90000 762.30| 110.00000 770.00 CONSTRUCTION SIGN, C | | | 0064 801-04308 12.000 EACH| 195.00000 2340.00| 214.50000 2574.00| 240.00000 2880.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 3800.000 m | 0.30000 1140.00| 0.44000 1672.00| 1.20000 4560.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 1280.000 m | 3.71000 4748.80| 3.25000 4160.00| 3.25000 4160.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06605 12.000 EACH| 45.00000 540.00| 49.50000 594.00| 60.00000 720.00 BARRICADE, IIIA | | | 0068 801-06606 24.000 EACH| 60.00000 1440.00| 66.00000 1584.00| 70.00000 1680.00 BARRICADE, IIIB | | | 0069 801-06625 80.000 EACH| 51.50000 4120.00| 56.65000 4532.00| 55.00000 4400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 48.000 EACH| 89.00000 4272.00| 97.90000 4699.20| 100.00000 4800.00 CONSTRUCTION SIGN, A | | | 0071 801-06645 24.000 EACH| 20.00000 480.00| 22.00000 528.00| 20.00000 480.00 CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 6410.21000 6410.21| 8800.00000 8800.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 |(3) 35-1364963 |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 802-76025 3.580 m2 | 145.96000 522.54| 165.00000 590.70| 150.00000 537.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 802-76035 3.240 m2 | 150.38000 487.23| 165.00000 534.60| 160.00000 518.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0075 802-76080 49.940 m | 32.64000 1630.04| 36.30000 1812.82| 40.00000 1997.60 POST, RECTANGULAR | | | 0076 804-06770 15.000 EACH| 15.00000 225.00| 16.50000 247.50| 20.00000 300.00 DELINEATOR POST | | | 0077 805-01815 4.000 EACH| 1561.05000 6244.20| 1716.00000 6864.00| 1650.00000 6600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0078 805-02087 LUMP| 283.20000 283.20| 330.00000 330.00| 350.00000 350.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0079 805-78010 1.000 EACH| 770.54000 770.54| 847.00000 847.00| 800.00000 800.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0080 805-78190 4.000 EACH| 235.63000 942.52| 264.00000 1056.00| 260.00000 1040.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0081 805-78195 4.000 EACH| 389.55000 1558.20| 440.00000 1760.00| 400.00000 1600.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | , L. E. D. | | | 0082 805-78415 4.000 EACH| 1086.30000 4345.20| 1210.00000 4840.00| 1150.00000 4600.00 SPAN, CATENARY, AND TETHER | | | 0083 805-78420 4.000 EACH| 225.45000 901.80| 247.50000 990.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0084 805-78445 1.000 EACH| 302.87000 302.87| 330.00000 330.00| 325.00000 325.00 SIGNAL SERVICE | | | 0085 805-78485 80.000 m | 7.94000 635.20| 8.80000 704.00| 8.25000 660.00 SIGNAL CABLE, 5C 14GA. | | | 0086 805-78490 185.000 m | 7.81000 1444.85| 8.80000 1628.00| 8.25000 1526.25 SIGNAL CABLE, 7C 14GA. | | | 0087 805-81060 4.000 EACH| 2729.69000 10918.76| 3003.00000 12012.00| 2850.00000 11400.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0088 808-06703 392.000 m | 0.98000 384.16| 0.99000 388.08| 1.00000 392.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06713 1558.000 m | 0.33000 514.14| 0.66000 1028.28| 0.70000 1090.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0090 808-75245 2314.000 m | 0.98000 2267.72| 0.99000 2290.86| 0.90000 2082.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 |(3) 35-1364963 |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-75278 16.000 m | 6.60000 105.60| 7.26000 116.16| 7.00000 112.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0092 808-75290 59.000 m | 13.20000 778.80| 14.52000 856.68| 14.00000 826.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0093 808-75297 34.000 m | 11.50000 391.00| 14.52000 493.68| 14.00000 476.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0094 808-75320 4.000 EACH| 55.00000 220.00| 60.50000 242.00| 60.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0095 808-75325 4.000 EACH| 75.00000 300.00| 82.50000 330.00| 80.00000 320.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0096 808-75996 52.000 EACH| 5.60000 291.20| 13.20000 686.40| 7.50000 390.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0097 808-75998 123.000 EACH| 32.00000 3936.00| 35.20000 4329.60| 33.00000 4059.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0098 603-06040 234.300 m | 16.00000 3748.80| 17.60000 4123.68| 20.50000 4803.15 FENCE, FARM FIELD, 1190 mm | | | SECTION TOTALS | $ 580,726.21| $ 654,491.62| $ 774,816.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 580,726.21| $ 654,491.62| $ 774,816.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1128289 | |ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 9.000 MOS | 1900.00000 17100.00| 1200.00000 10800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39000.00000 39000.00| 37675.60000 37675.60| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 103.000 m2 | 8.00000 824.00| 40.50000 4171.50| PAVEMENT, REMOVE | | | 0006 202-02286 2.000 EACH| 2500.00000 5000.00| 8500.00000 17000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 5568.000 m2 | 8.00000 44544.00| 2.00000 11136.00| SURFACE MILLING, ASPHALT | | | 0008 202-74025 234.300 m | 10.00000 2343.00| 7.00000 1640.10| FENCE, REMOVE | | | 0009 202-78515 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 3163.000 m3 | 14.00000 44282.00| 20.00000 63260.00| EXCAVATION, COMMON | | | 0012 205-02224 640.000 m | 5.50000 3520.00| 5.60000 3584.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 5.000 m | 6.75000 33.75| 7.00000 35.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 10.000 m | 130.00000 1300.00| 240.00000 2400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 13.000 EACH| 52.00000 676.00| 53.00000 689.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 2.000 EACH| 52.00000 104.00| 53.00000 106.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 211-02060 437.000 m3 | 50.00000 21850.00| 35.00000 15295.00| B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 1865.000 Mg | 19.50000 36367.50| 20.00000 37300.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1128289 | |ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 305-05204 110.000 Mg | 95.00000 10450.00| 85.00000 9350.00| HMA FOR PATCHING | | | 0020 402-05468 1223.200 Mg | 56.00000 68499.20| 57.00000 69722.40| HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05470 527.700 Mg | 56.00000 29551.20| 57.00000 30078.90| HMA BASE C25.0 mm, MAINLINE | | | 0022 402-05474 1029.700 Mg | 46.00000 47366.20| 47.00000 48395.90| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 597.400 Mg | 58.00000 34649.20| 60.00000 35844.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 164.800 Mg | 55.00000 9064.00| 57.00000 9393.60| HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 915.000 m2 | 6.25000 5718.75| 6.00000 5490.00| SEAL COAT, 2 | | | 0026 405-05517 5.230 Mg | 105.00000 549.15| 106.00000 554.38| ASPHALT FOR PRIME COAT | | | 0027 406-05520 5.850 Mg | 185.00000 1082.25| 190.00000 1111.50| ASPHALT FOR TACK COAT | | | 0028 601-02103 11.430 m | 48.00000 548.64| 48.00000 548.64| GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0029 601-02636 11.430 m | 80.00000 914.40| 78.00000 891.54| GUARDRAIL, W BEAM, NESTED | | | 0030 601-06037 2.000 EACH| 750.00000 1500.00| 725.00000 1450.00| GUARDRAIL END TREATMENT, I | | | 0031 601-99105 40.000 m | 39.00000 1560.00| 38.00000 1520.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 610-05527 103.900 Mg | 140.00000 14546.00| 146.00000 15169.40| HMA FOR APPROACHES | | | 0034 611-06497 10.000 EACH| 265.00000 2650.00| 175.00000 1750.00| MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 29.000 EACH| 110.00000 3190.00| 106.00000 3074.00| RIGHT OF WAY MARKER | | | 0036 615-06527 1.000 EACH| 400.00000 400.00| 335.00000 335.00| MONUMENT, SECTION CORNER | | | 0037 616-02320 721.000 m2 | 4.50000 3244.50| 2.50000 1802.50| GEOTEXTILES | | | 0038 616-06405 451.100 Mg | 19.00000 8570.90| 35.00000 15788.50| RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH| 750.00000 750.00| 665.00000 665.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1128289 | |ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06559 11470.000 m2 | 0.40000 4588.00| 40.00000 458800.00| MULCHED SEEDING, R | | | 0041 621-06574 1299.000 m2 | 3.70000 4806.30| 5.25000 6819.75| SODDING | | | 0042 714-26702 31.000 m | 1000.00000 31000.00| 800.00000 24800.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0043 714-26703 69.400 m | 1200.00000 83280.00| 850.00000 58990.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0044 715-03475 7.000 EACH| 310.00000 2170.00| 400.00000 2800.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0045 715-03584 1.000 EACH| 420.00000 420.00| 550.00000 550.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0046 715-04224 2.000 EACH| 375.00000 750.00| 500.00000 1000.00| SAFETY METAL END SECTION, 4:1, 0.15 m2 | | | 0047 715-04611 1.000 EACH| 260.00000 260.00| 400.00000 400.00| SAFETY METAL END SECTION, 4:1, 300 mm | | | 0048 715-05031 7.900 m | 140.00000 1106.00| 112.00000 884.80| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0049 715-05048 1555.200 m | 11.00000 17107.20| 9.00000 13996.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0050 715-05053 112.000 m | 14.00000 1568.00| 46.00000 5152.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0051 715-05151 131.000 m | 64.00000 8384.00| 56.00000 7336.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0052 715-05169 45.400 m | 95.00000 4313.00| 103.00000 4676.20| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05209 25.000 m | 100.00000 2500.00| 72.00000 1800.00| PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0054 715-05362 13.100 m | 240.00000 3144.00| 125.00000 1637.50| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0055 715-46005 9.000 EACH| 220.00000 1980.00| 365.00000 3285.00| PIPE END SECTION, 375 mm | | | 0056 715-46010 1.000 EACH| 280.00000 280.00| 425.00000 425.00| PIPE END SECTION, 450 mm | | | 0057 715-46050 2.000 EACH| 250.00000 500.00| 380.00000 760.00| PIPE END SECTION, MIN. AREA .15 m2 | | | 0058 718-04881 15.000 EACH| 90.00000 1350.00| 350.00000 5250.00| OUTLET PROTECTOR, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1128289 | |ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 718-94889 325.000 m3 | 42.00000 13650.00| 35.00000 11375.00| AGGREGATE FOR UNDERDRAINS, 8 | | | 0060 718-99153 2534.000 m2 | 2.70000 6841.80| 0.80000 2027.20| GEOTEXTILES FOR UNDERDRAIN | | | 0061 720-45005 1.000 EACH| 1200.00000 1200.00| 1400.00000 1400.00| INLET, A2 | | | 0062 720-45035 1.000 EACH| 1100.00000 1100.00| 1200.00000 1200.00| INLET, F7 | | | 0063 801-03290 7.000 EACH| 150.00000 1050.00| 100.00000 700.00| CONSTRUCTION SIGN, C | | | 0064 801-04308 12.000 EACH| 190.00000 2280.00| 200.00000 2400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 3800.000 m | 0.32000 1216.00| 0.35000 1330.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 1280.000 m | 3.25000 4160.00| 3.00000 3840.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06605 12.000 EACH| 55.00000 660.00| 48.00000 576.00| BARRICADE, IIIA | | | 0068 801-06606 24.000 EACH| 75.00000 1800.00| 65.00000 1560.00| BARRICADE, IIIB | | | 0069 801-06625 80.000 EACH| 95.00000 7600.00| 55.00000 4400.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 48.000 EACH| 85.00000 4080.00| 95.00000 4560.00| CONSTRUCTION SIGN, A | | | 0071 801-06645 24.000 EACH| 38.00000 912.00| 21.00000 504.00| CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 20400.00000 20400.00| 23500.00000 23500.00| MAINTAINING TRAFFIC | | | 0073 802-76025 3.580 m2 | 155.00000 554.90| 292.00000 1045.36| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 802-76035 3.240 m2 | 160.00000 518.40| 188.00000 609.12| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0075 802-76080 49.940 m | 35.00000 1747.90| 27.00000 1348.38| POST, RECTANGULAR | | | 0076 804-06770 15.000 EACH| 60.00000 900.00| 20.00000 300.00| DELINEATOR POST | | | 0077 805-01815 4.000 EACH| 1750.00000 7000.00| 1685.00000 6740.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1128289 | |ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-02087 LUMP| 300.00000 300.00| 900.00000 900.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0079 805-78010 1.000 EACH| 900.00000 900.00| 800.00000 800.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0080 805-78190 4.000 EACH| 250.00000 1000.00| 225.00000 900.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0081 805-78195 4.000 EACH| 450.00000 1800.00| 425.00000 1700.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | , L. E. D. | | | 0082 805-78415 4.000 EACH| 1150.00000 4600.00| 1550.00000 6200.00| SPAN, CATENARY, AND TETHER | | | 0083 805-78420 4.000 EACH| 250.00000 1000.00| 225.00000 900.00| DISCONNECT HANGER | | | 0084 805-78445 1.000 EACH| 350.00000 350.00| 800.00000 800.00| SIGNAL SERVICE | | | 0085 805-78485 80.000 m | 8.50000 680.00| 4.25000 340.00| SIGNAL CABLE, 5C 14GA. | | | 0086 805-78490 185.000 m | 8.20000 1517.00| 4.50000 832.50| SIGNAL CABLE, 7C 14GA. | | | 0087 805-81060 4.000 EACH| 2900.00000 11600.00| 3200.00000 12800.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0088 808-06703 392.000 m | 1.00000 392.00| 1.00000 392.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06713 1558.000 m | 0.35000 545.30| 0.65000 1012.70| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0090 808-75245 2314.000 m | 1.00000 2314.00| 1.00000 2314.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0091 808-75278 16.000 m | 7.00000 112.00| 7.00000 112.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0092 808-75290 59.000 m | 14.00000 826.00| 14.00000 826.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0093 808-75297 34.000 m | 12.00000 408.00| 14.00000 476.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0094 808-75320 4.000 EACH| 60.00000 240.00| 58.00000 232.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 723,898.25 ROUTE : US 35 CALL ORDER : 130 CONTRACT ID : R -24070-A COUNTIES : DELAWARE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1128289 | |ATLAS EXCAVATING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 808-75325 4.000 EACH| 80.00000 320.00| 80.00000 320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0096 808-75996 52.000 EACH| 25.00000 1300.00| 12.00000 624.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0097 808-75998 123.000 EACH| 13.50000 1660.50| 35.00000 4305.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0098 603-06040 234.300 m | 20.00000 4686.00| 20.00000 4686.00| FENCE, FARM FIELD, 1190 mm | | | SECTION TOTALS | $ 782,976.94| $ 1,205,277.77| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 782,976.94| $ 1,205,277.77| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1810012 1810012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 370,290.12 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 415,918.01 112.3222% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 436,770.03 117.9534% 4 35-1912582 EDSAM CONSTRUCTION, INC. CONDITIONAL BID $ 529,960.69 143.1203% 5 35-1139301 E & B PAVING, INC. $ 554,976.27 149.8760% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| 1000.00000 6000.00| 1650.00000 9900.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9290.00000 9290.00| 17844.14000 17844.14| 12300.00000 12300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18250.00000 18250.00| 20800.00000 20800.00| 26400.00000 26400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7555.00000 7555.00| 15000.00000 15000.00| 18900.00000 18900.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 90.000 m2 | 12.00000 1080.00| 67.00000 6030.00| 21.00000 1890.00 PAVEMENT, REMOVE | | | 0006 202-02279 34.000 m | 10.00000 340.00| 8.00000 272.00| 16.00000 544.00 CURB AND GUTTER, REMOVE | | | 0008 202-52710 20.000 m2 | 17.00000 340.00| 8.00000 160.00| 19.00000 380.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 3035.000 m2 | 2.85000 8649.75| 1.50000 4552.50| 2.20000 6677.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 650.000 m3 | 20.00000 13000.00| 50.00000 32500.00| 18.50000 12025.00 EXCAVATION, COMMON | | | 0011 203-02132 3.000 m | 33.00000 99.00| 100.00000 300.00| 437.00000 1311.00 EXPLORATORY DRILLING | | | 0012 205-02224 41.000 m | 13.75000 563.75| 13.75000 563.75| 13.75000 563.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 37.600 m | 16.75000 629.80| 16.75000 629.80| 16.75000 629.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02234 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 50.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 17.000 EACH| 50.00000 850.00| 50.00000 850.00| 50.00000 850.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 211-02060 233.000 m3 | 7.75000 1805.75| 8.70000 2027.10| 23.00000 5359.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-98541 230.000 Mg | 23.00000 5290.00| 24.00000 5520.00| 28.75000 6612.50 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0018 402-05468 992.000 Mg | 41.00000 40672.00| 40.00000 39680.00| 40.00000 39680.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 273.000 Mg | 39.60000 10810.80| 46.00000 12558.00| 42.00000 11466.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 353.000 Mg | 42.30000 14931.90| 46.00000 16238.00| 45.00000 15885.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05495 412.000 Mg | 35.30000 14543.60| 36.00000 14832.00| 45.00000 18540.00 HMA WEDGE AND LEVEL , 19.0 mm | | | 0022 406-05520 3.000 Mg | 205.00000 615.00| 175.00000 525.00| 500.00000 1500.00 ASPHALT FOR TACK COAT | | | 0023 604-06069 5.200 m2 | 75.00000 390.00| 95.00000 494.00| 150.00000 780.00 CURB RAMP, CONCRETE | | | 0024 604-06070 15.800 m2 | 45.75000 722.85| 165.00000 2607.00| 65.00000 1027.00 SIDEWALK, CONCRETE | | | 0025 605-06120 11.000 m | 103.00000 1133.00| 125.00000 1375.00| 110.00000 1210.00 CURB, CONCRETE | | | 0026 605-06155 420.000 m | 37.50000 15750.00| 33.00000 13860.00| 39.50000 16590.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 605-96305 192.000 m | 37.50000 7200.00| 33.00000 6336.00| 45.00000 8640.00 CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0028 611-05330 711.000 m2 | 39.00000 27729.00| 36.00000 25596.00| 36.25000 25773.75 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 615-06490 6.000 EACH| 155.00000 930.00| 155.00000 930.00| 155.00000 930.00 RIGHT OF WAY MARKER | | | 0030 615-06505 3.000 EACH| 455.00000 1365.00| 455.00000 1365.00| 455.00000 1365.00 MONUMENT, B | | | 0031 621-06567 41.000 kL | 1.00000 41.00| 1.00000 41.00| 1.00000 41.00 WATER | | | 0032 621-06570 228.000 m3 | 15.00000 3420.00| 16.50000 3762.00| 36.25000 8265.00 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06575 2240.000 m2 | 3.60000 8064.00| 3.60000 8064.00| 3.60000 8064.00 SODDING, NURSERY | | | 0034 715-01459 150.800 m | 110.00000 16588.00| 110.00000 16588.00| 76.60000 11551.28 PIPE, REINFORCED CONCRETE, III, 300 mm | | | D 0.3=75 | | | 0035 715-05149 127.300 m | 139.00000 17694.70| 110.00000 14003.00| 72.60000 9241.98 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-05151 95.300 m | 70.00000 6671.00| 110.00000 10483.00| 111.00000 10578.30 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0037 715-05152 92.900 m | 96.00000 8918.40| 120.00000 11148.00| 121.00000 11240.90 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0038 715-44240 0.400 m3 | 307.03000 122.81| 1200.00000 480.00| 2620.00000 1048.00 CONCRETE, A, STRUCTURES | | | 0039 715-46000 2.000 EACH| 131.00000 262.00| 190.00000 380.00| 235.00000 470.00 PIPE END SECTION, 300 mm | | | 0040 720-44000 2.000 EACH| 175.00000 350.00| 400.00000 800.00| 479.00000 958.00 CASTING, ADJUST TO GRADE | | | 0041 720-45015 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 900.00000 900.00 INLET, A8 | | | 0042 720-45035 5.000 EACH| 1200.00000 6000.00| 1500.00000 7500.00| 840.00000 4200.00 INLET, F7 | | | 0043 720-45045 1.000 EACH| 1300.00000 1300.00| 1800.00000 1800.00| 1081.00000 1081.00 INLET, J10 | | | 0044 720-45055 3.000 EACH| 1500.00000 4500.00| 1800.00000 5400.00| 1081.00000 3243.00 INLET, M10 | | | 0045 720-45235 2.000 EACH| 1100.00000 2200.00| 1300.00000 2600.00| 1013.00000 2026.00 CATCH BASIN, E7 | | | 0046 720-45270 1.000 EACH| 500.00000 500.00| 1550.00000 1550.00| 780.00000 780.00 PIPE CATCH BASIN, 450 mm | | | 0047 720-45410 1.000 EACH| 1500.00000 1500.00| 2200.00000 2200.00| 2120.00000 2120.00 MANHOLE, C4 | | | 0048 720-45605 1.000 m | 340.00000 340.00| 1100.00000 1100.00| 1089.00000 1089.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0049 720-98174 1.000 EACH| 1600.00000 1600.00| 2200.00000 2200.00| 1934.00000 1934.00 INLET, B15 | | | 0050 720-98555 3.000 EACH| 1700.00000 5100.00| 2200.00000 6600.00| 1904.00000 5712.00 INLET, C15 | | | 0051 801-06207 754.000 m | 3.25000 2450.50| 2.95000 2224.30| 2.95000 2224.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0052 801-06218 12.000 m | 11.50000 138.00| 17.72000 212.64| 18.00000 216.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06606 14.000 EACH| 89.00000 1246.00| 101.00000 1414.00| 101.00000 1414.00 BARRICADE, IIIB | | | 0054 801-06640 31.000 EACH| 89.00000 2759.00| 92.00000 2852.00| 92.00000 2852.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP| 6755.00000 6755.00| 2500.00000 2500.00| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0056 802-05701 27.750 m | 22.30000 618.83| 22.30000 618.83| 32.80000 910.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-76025 5.380 m2 | 160.00000 860.80| 160.00000 860.80| 129.00000 694.02 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0058 802-96915 LUMP| 150.00000 150.00| 110.00000 110.00| 100.00000 100.00 SIGN, RELOCATE | | | 0059 805-01815 4.000 EACH| 1575.00000 6300.00| 1575.00000 6300.00| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0060 805-01842 6.000 EACH| 700.00000 4200.00| 700.00000 4200.00| 550.00000 3300.00 HANDHOLE, SIGNAL | | | 0061 805-02328 562.000 m | 0.40000 224.80| 0.40000 224.80| 1.00000 562.00 SIGNAL CABLE, 1C 14GA. | | | 0062 805-06592 254.000 m | 27.50000 6985.00| 27.50000 6985.00| 32.80000 8331.20 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0063 805-78100 1.000 EACH| 7330.00000 7330.00| 7330.00000 7330.00| 6600.00000 6600.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0064 805-78205 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 380.00000 3040.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0065 805-78415 4.000 EACH| 1335.00000 5340.00| 1335.00000 5340.00| 1100.00000 4400.00 SPAN, CATENARY, AND TETHER | | | 0066 805-78420 4.000 EACH| 175.00000 700.00| 175.00000 700.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0067 805-78445 1.000 EACH| 485.00000 485.00| 485.00000 485.00| 450.00000 450.00 SIGNAL SERVICE | | | 0068 805-78467 16.000 m | 4.80000 76.80| 4.80000 76.80| 5.00000 80.00 SIGNAL CABLE, 3C 8GA. | | | 0069 805-78485 74.000 m | 3.25000 240.50| 3.25000 240.50| 2.95000 218.30 SIGNAL CABLE, 5C 14GA. | | | 0070 805-78490 150.000 m | 3.70000 555.00| 3.70000 555.00| 3.30000 495.00 SIGNAL CABLE, 7C 14GA. | | | 0071 805-78510 455.000 m | 2.80000 1274.00| 2.80000 1274.00| 2.00000 910.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-0918397 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 805-78785 5.000 EACH| 445.00000 2225.00| 445.00000 2225.00| 550.00000 2750.00 SIGNAL DETECTOR HOUSING | | | 0073 805-78795 195.000 m | 21.50000 4192.50| 21.50000 4192.50| 32.80000 6396.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0074 805-78925 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0075 805-81032 4.000 EACH| 2250.00000 9000.00| 2250.00000 9000.00| 3200.00000 12800.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0076 808-06703 113.000 m | 0.97000 109.61| 1.75000 197.75| 1.75000 197.75 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0077 808-75245 761.000 m | 0.97000 738.17| 1.55000 1179.55| 1.75000 1331.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75297 35.000 m | 12.00000 420.00| 10.85000 379.75| 10.85000 379.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0079 808-75320 2.000 EACH| 75.00000 150.00| 61.25000 122.50| 61.25000 122.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0080 808-75325 2.000 EACH| 95.00000 190.00| 88.50000 177.00| 88.50000 177.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0081 808-75998 50.000 EACH| 39.75000 1987.50| 26.00000 1300.00| 29.00000 1450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0082 801-04308 4.000 EACH| 195.00000 780.00| 274.00000 1096.00| 274.00000 1096.00 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 370,290.12| $ 415,918.01| $ 436,770.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 370,290.12| $ 415,918.01| $ 436,770.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1139301 | |EDSAM CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1320.00000 7920.00| 1868.40000 11210.40| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 13845.24000 13845.24| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35500.00000 35500.00| 27500.00000 27500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8850.00000 8850.00| 4003.12000 4003.12| CLEARING RIGHT OF WAY | | | 0005 202-02240 90.000 m2 | 22.00000 1980.00| 83.11000 7479.90| PAVEMENT, REMOVE | | | 0006 202-02279 34.000 m | 16.50000 561.00| 28.90000 982.60| CURB AND GUTTER, REMOVE | | | 0008 202-52710 20.000 m2 | 22.00000 440.00| 50.74000 1014.80| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 3035.000 m2 | 2.97000 9013.95| 4.02000 12200.70| SURFACE MILLING, ASPHALT | | | 0010 203-02000 650.000 m3 | 15.40000 10010.00| 24.88000 16172.00| EXCAVATION, COMMON | | | 0011 203-02132 3.000 m | 770.00000 2310.00| 763.90000 2291.70| EXPLORATORY DRILLING | | | 0012 205-02224 41.000 m | 15.40000 631.40| 13.75000 563.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 37.600 m | 18.70000 703.12| 16.75000 629.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02234 2.000 EACH| 55.00000 110.00| 50.00000 100.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 17.000 EACH| 55.00000 935.00| 50.00000 850.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 211-02060 233.000 m3 | 19.80000 4613.40| 8.64000 2013.12| B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-98541 230.000 Mg | 15.40000 3542.00| 39.42000 9066.60| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0018 402-05468 992.000 Mg | 77.00000 76384.00| 52.52000 52099.84| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 273.000 Mg | 82.50000 22522.50| 70.40000 19219.20| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1139301 | |EDSAM CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05477 353.000 Mg | 66.00000 23298.00| 47.68000 16831.04| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05495 412.000 Mg | 88.00000 36256.00| 45.33000 18675.96| HMA WEDGE AND LEVEL , 19.0 mm | | | 0022 406-05520 3.000 Mg | 550.00000 1650.00| 194.40000 583.20| ASPHALT FOR TACK COAT | | | 0023 604-06069 5.200 m2 | 44.00000 228.80| 163.34000 849.37| CURB RAMP, CONCRETE | | | 0024 604-06070 15.800 m2 | 55.00000 869.00| 109.48000 1729.78| SIDEWALK, CONCRETE | | | 0025 605-06120 11.000 m | 110.00000 1210.00| 153.46000 1688.06| CURB, CONCRETE | | | 0026 605-06155 420.000 m | 53.90000 22638.00| 75.32000 31634.40| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 605-96305 192.000 m | 50.60000 9715.20| 73.78000 14165.76| CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0028 611-05330 711.000 m2 | 41.80000 29719.80| 34.53000 24550.83| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 615-06490 6.000 EACH| 165.00000 990.00| 174.31000 1045.86| RIGHT OF WAY MARKER | | | 0030 615-06505 3.000 EACH| 440.00000 1320.00| 563.25000 1689.75| MONUMENT, B | | | 0031 621-06567 41.000 kL | 1.10000 45.10| 1.00000 41.00| WATER | | | 0032 621-06570 228.000 m3 | 38.50000 8778.00| 56.42000 12863.76| TOP SOIL | | | 0033 621-06575 2240.000 m2 | 4.40000 9856.00| 3.60000 8064.00| SODDING, NURSERY | | | 0034 715-01459 150.800 m | 77.00000 11611.60| 155.35000 23426.78| PIPE, REINFORCED CONCRETE, III, 300 mm | | | D 0.3=75 | | | 0035 715-05149 127.300 m | 77.00000 9802.10| 249.78000 31796.99| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-05151 95.300 m | 88.00000 8386.40| 185.57000 17684.82| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0037 715-05152 92.900 m | 96.80000 8992.72| 282.37000 26232.17| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0038 715-44240 0.400 m3 | 1100.00000 440.00| 337.50000 135.00| CONCRETE, A, STRUCTURES | | | 0039 715-46000 2.000 EACH| 187.00000 374.00| 235.29000 470.58| PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1139301 | |EDSAM CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 720-44000 2.000 EACH| 330.00000 660.00| 383.10000 766.20| CASTING, ADJUST TO GRADE | | | 0041 720-45015 1.000 EACH| 1210.00000 1210.00| 1284.45000 1284.45| INLET, A8 | | | 0042 720-45035 5.000 EACH| 1155.00000 5775.00| 1511.55000 7557.75| INLET, F7 | | | 0043 720-45045 1.000 EACH| 1320.00000 1320.00| 1695.69000 1695.69| INLET, J10 | | | 0044 720-45055 3.000 EACH| 1430.00000 4290.00| 1324.52000 3973.56| INLET, M10 | | | 0045 720-45235 2.000 EACH| 1375.00000 2750.00| 1572.59000 3145.18| CATCH BASIN, E7 | | | 0046 720-45270 1.000 EACH| 1100.00000 1100.00| 2286.59000 2286.59| PIPE CATCH BASIN, 450 mm | | | 0047 720-45410 1.000 EACH| 1430.00000 1430.00| 4432.78000 4432.78| MANHOLE, C4 | | | 0048 720-45605 1.000 m | 1650.00000 1650.00| 1842.44000 1842.44| MANHOLE, RECONSTRUCT STRUCTURE | | | 0049 720-98174 1.000 EACH| 1980.00000 1980.00| 2139.57000 2139.57| INLET, B15 | | | 0050 720-98555 3.000 EACH| 1980.00000 5940.00| 2099.99000 6299.97| INLET, C15 | | | 0051 801-06207 754.000 m | 3.30000 2488.20| 2.95000 2224.30| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0052 801-06218 12.000 m | 19.80000 237.60| 20.00000 240.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0053 801-06606 14.000 EACH| 111.10000 1555.40| 89.00000 1246.00| BARRICADE, IIIB | | | 0054 801-06640 31.000 EACH| 101.20000 3137.20| 89.00000 2759.00| CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP| 38500.00000 38500.00| 50271.00000 50271.00| MAINTAINING TRAFFIC | | | 0056 802-05701 27.750 m | 26.40000 732.60| 22.30000 618.83| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-76025 5.380 m2 | 187.00000 1006.06| 160.00000 860.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0058 802-96915 LUMP| 440.00000 440.00| 150.00000 150.00| SIGN, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1139301 | |EDSAM CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 805-01815 4.000 EACH| 1760.00000 7040.00| 15.75000 63.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0060 805-01842 6.000 EACH| 165.00000 990.00| 700.00000 4200.00| HANDHOLE, SIGNAL | | | 0061 805-02328 562.000 m | 1.10000 618.20| 0.40000 224.80| SIGNAL CABLE, 1C 14GA. | | | 0062 805-06592 254.000 m | 35.20000 8940.80| 27.50000 6985.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0063 805-78100 1.000 EACH| 7920.00000 7920.00| 7330.00000 7330.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0064 805-78205 8.000 EACH| 462.00000 3696.00| 400.00000 3200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0065 805-78415 4.000 EACH| 1760.00000 7040.00| 13.35000 53.40| SPAN, CATENARY, AND TETHER | | | 0066 805-78420 4.000 EACH| 275.00000 1100.00| 175.00000 700.00| DISCONNECT HANGER | | | 0067 805-78445 1.000 EACH| 550.00000 550.00| 485.00000 485.00| SIGNAL SERVICE | | | 0068 805-78467 16.000 m | 4.95000 79.20| 4.80000 76.80| SIGNAL CABLE, 3C 8GA. | | | 0069 805-78485 74.000 m | 3.30000 244.20| 3.25000 240.50| SIGNAL CABLE, 5C 14GA. | | | 0070 805-78490 150.000 m | 3.85000 577.50| 3.70000 555.00| SIGNAL CABLE, 7C 14GA. | | | 0071 805-78510 455.000 m | 3.30000 1501.50| 2.80000 1274.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0072 805-78785 5.000 EACH| 522.50000 2612.50| 445.00000 2225.00| SIGNAL DETECTOR HOUSING | | | 0073 805-78795 195.000 m | 30.80000 6006.00| 21.50000 4192.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0074 805-78925 1.000 EACH| 594.00000 594.00| 600.00000 600.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0075 805-81032 4.000 EACH| 2750.00000 11000.00| 2250.00000 9000.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0076 808-06703 113.000 m | 1.21000 136.73| 0.97000 109.61| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0077 808-75245 761.000 m | 1.21000 920.81| 0.97000 738.17| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 444,459.18 ROUTE : SR 15 CALL ORDER : 160 CONTRACT ID : R -24426-A COUNTIES : KOSCIUSKO LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1139301 | |EDSAM CONSTRUCTION, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-75297 35.000 m | 18.70000 654.50| 12.00000 420.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0079 808-75320 2.000 EACH| 82.50000 165.00| 75.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0080 808-75325 2.000 EACH| 104.50000 209.00| 95.00000 190.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0081 808-75998 50.000 EACH| 55.00000 2750.00| 39.75000 1987.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0082 801-04308 4.000 EACH| 301.40000 1205.60| 195.00000 780.00| ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 529,960.69| $ 554,976.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 529,960.69| $ 554,976.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0623007 0623007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 2,369,546.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 2,436,265.48 102.8157% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,685,303.00 113.3256% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,862,862.65 120.8190% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-0918397 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 12.000 MOS | 450.00000 5400.00| 250.00000 3000.00| 2500.00000 30000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 40325.87000 40325.87| 60000.00000 60000.00| 70000.00000 70000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 66610.65000 66610.65| 124000.00000 124000.00| 125000.00000 125000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 49000.00000 49000.00| 60000.00000 60000.00 CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 40100.00000 40100.00| 17600.00000 17600.00| 75000.00000 75000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02240 9200.000 SYS | 2.60000 23920.00| 3.25000 29900.00| 7.50000 69000.00 PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 1.00000 1.00| 1.00000 1.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0008 202-03000 LUMP| 300.00000 300.00| 200.00000 200.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 27 | | | 0009 202-03000 LUMP| 4475.00000 4475.00| 5000.00000 5000.00| 10500.00000 10500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0010 202-60820 1836.000 SYS | 20.00000 36720.00| 4.00000 7344.00| 5.00000 9180.00 SURFACE MILLING, ASPHALT | | | 0011 203-02000 11451.000 CYS | 6.50000 74431.50| 10.82000 123899.82| 16.00000 183216.00 EXCAVATION, COMMON | | | 0012 203-02020 200.000 CYS | 16.00000 3200.00| 11.50000 2300.00| 25.00000 5000.00 EXCAVATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-0918397 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02070 4663.000 CYS | 11.50000 53624.50| 4.00000 18652.00| 8.25000 38469.75 BORROW | | | 0014 205-02224 2472.000 LFT | 1.70000 4202.40| 2.35000 5809.20| 1.75000 4326.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 432.000 LFT | 21.00000 9072.00| 16.00000 6912.00| 16.00000 6912.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02232 45.000 CYS | 30.00000 1350.00| 16.00000 720.00| 33.00000 1485.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02234 3.000 EACH| 74.00000 222.00| 90.00000 270.00| 75.00000 225.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 2.000 EACH| 74.00000 148.00| 104.00000 208.00| 75.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 39.000 EACH| 37.00000 1443.00| 50.00000 1950.00| 39.00000 1521.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 211-02060 4522.100 CYS | 30.50000 137924.05| 25.30000 114409.13| 25.00000 113052.50 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-04075 40.600 TON | 23.50000 954.10| 29.00000 1177.40| 20.00000 812.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0022 303-04489 12.000 TON | 18.75000 225.00| 50.00000 600.00| 26.00000 312.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0023 303-52308 5422.900 TON | 13.40000 72666.86| 14.25000 77276.33| 14.00000 75920.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 305-05204 5.800 TON | 270.00000 1566.00| 400.00000 2320.00| 105.00000 609.00 HMA FOR PATCHING | | | 0025 305-05206 740.200 TON | 42.00000 31088.40| 45.50000 33679.10| 44.00000 32568.80 WIDENING WITH HMA | | | 0026 401-05437 7800.600 TON | 34.00000 265220.40| 36.50000 284721.90| 31.00000 241818.60 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 3093.300 TON | 34.50000 106718.85| 37.00000 114452.10| 34.00000 105172.20 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 1413.200 TON | 55.50000 78432.60| 59.50000 84085.40| 50.00000 70660.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05468 592.100 TON | 33.00000 19539.30| 35.50000 21019.55| 34.00000 20131.40 HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05470 4188.400 TON | 30.50000 127746.20| 32.50000 136123.00| 28.00000 117275.20 HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-0918397 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 402-05474 3042.300 TON | 32.50000 98874.75| 34.75000 105719.93| 32.00000 97353.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0032 402-05477 749.500 TON | 51.00000 38224.50| 58.00000 43471.00| 48.00000 35976.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0033 402-05481 66.400 TON | 67.00000 4448.80| 70.00000 4648.00| 38.00000 2523.20 HMA BASE 25.0 mm, SHOULDER | | | 0034 406-05520 28.600 TON | 177.00000 5062.20| 190.00000 5434.00| 155.00000 4433.00 ASPHALT FOR TACK COAT | | | 0035 501-02400 LUMP| 4220.00000 4220.00| 5000.00000 5000.00| 6000.00000 6000.00 PROFILOGRAPH | | | 0036 601-04746 2.000 EACH| 8445.00000 16890.00| 8250.00000 16500.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0037 601-04756 1.000 EACH| 525.00000 525.00| 450.00000 450.00| 6000.00000 6000.00 ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0038 602-06639 230.000 LFT | 11.50000 2645.00| 20.00000 4600.00| 55.00000 12650.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0039 602-06646 100.000 LFT | 8.50000 850.00| 18.00000 1800.00| 55.00000 5500.00 TEMPORARY CONCRETE BARRIER | | | 0040 604-44251 2.200 CYS | 2110.00000 4642.00| 2000.00000 4400.00| 1350.00000 2970.00 STEPS, CONCRETE | | | 0041 604-91531 5.000 SYS | 116.00000 580.00| 105.00000 525.00| 190.00000 950.00 SIDEWALK, CONCRETE, 4 IN. | | | 0042 605-06155 6172.000 LFT | 10.55000 65114.60| 10.00000 61720.00| 14.25000 87951.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0043 610-05527 597.100 TON | 71.55000 42722.51| 93.00000 55530.30| 59.00000 35228.90 HMA FOR APPROACHES | | | 0044 611-05330 1494.500 SYS | 37.00000 55296.50| 32.00000 47824.00| 32.00000 47824.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0045 611-06497 4.000 EACH| 195.25000 781.00| 190.00000 760.00| 125.00000 500.00 MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 4.000 EACH| 221.50000 886.00| 215.00000 860.00| 150.00000 600.00 MAILBOX ASSEMBLY, DOUBLE | | | 0047 615-06490 63.000 EACH| 121.50000 7654.50| 120.00000 7560.00| 110.00000 6930.00 RIGHT OF WAY MARKER | | | 0048 615-06505 11.000 EACH| 450.00000 4950.00| 425.00000 4675.00| 410.00000 4510.00 MONUMENT, B | | | 0049 616-02320 2586.000 SYS | 2.25000 5818.50| 2.00000 5172.00| 2.10000 5430.60 GEOTEXTILES | | | 0050 616-05688 200.000 TON | 22.70000 4540.00| 17.00000 3400.00| 30.00000 6000.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-0918397 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 616-05689 190.000 TON | 24.75000 4702.50| 16.00000 3040.00| 28.00000 5320.00 RIPRAP, CLASS 2 | | | 0052 616-06405 497.000 TON | 17.70000 8796.90| 15.00000 7455.00| 30.00000 14910.00 RIPRAP, REVETMENT | | | 0053 616-06451 504.000 TON | 22.35000 11264.40| 15.00000 7560.00| 28.00000 14112.00 RIPRAP, UNIFORM | | | 0054 616-94426 25.000 SYS | 254.00000 6350.00| 70.00000 1750.00| 35.00000 875.00 GEOGRID REINFORCED AGGREGATE PAD | | | 0055 621-01004 3.000 EACH| 554.00000 1662.00| 540.00000 1620.00| 525.00000 1575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 2.000 TON | 506.00000 1012.00| 495.00000 990.00| 500.00000 1000.00 FERTILIZER | | | 0057 621-06553 680.000 LBS | 3.40000 2312.00| 3.30000 2244.00| 3.30000 2244.00 SEED MIXTURE, R | | | 0058 621-06557 320.000 LBS | 5.60000 1792.00| 5.30000 1696.00| 5.40000 1728.00 SEED MIXTURE, T | | | 0059 621-06565 16.000 TON | 390.00000 6240.00| 380.00000 6080.00| 400.00000 6400.00 MULCHING MATERIAL | | | 0060 621-06567 14.000 MG | 2.10000 29.40| 2.00000 28.00| 2.10000 29.40 WATER | | | 0061 621-06575 3480.000 SYS | 2.95000 10266.00| 2.88000 10022.40| 3.20000 11136.00 SODDING, NURSERY | | | 0062 702-90915 75.500 CYS | 502.00000 37901.00| 475.00000 35862.50| 600.00000 45300.00 CONCRETE, A | | | 0063 703-51030 9892.000 LBS | 1.05000 10386.60| 1.00000 9892.00| 0.60000 5935.20 REINFORCING STEEL | | | 0064 714-06572 145.000 LFT | 950.00000 137750.00| 875.00000 126875.00| 1275.00000 184875.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 8 FT. | | | 0065 715-03475 3.000 EACH| 332.50000 997.50| 315.00000 945.00| 315.00000 945.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0066 715-04509 92.000 LFT | 185.00000 17020.00| 175.00000 16100.00| 120.00000 11040.00 TEMPORARY PIPE | | | 0067 715-04694 2.000 EACH| 525.00000 1050.00| 400.00000 800.00| 535.00000 1070.00 PIPE END SECTION, MIN. AREA 6.5 SQ. FT. | | | 0068 715-05019 88.000 LFT | 42.25000 3718.00| 36.00000 3168.00| 75.00000 6600.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0069 715-05119 175.000 LFT | 25.00000 4375.00| 22.50000 3937.50| 31.00000 5425.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0070 715-05121 70.000 LFT | 25.25000 1767.50| 23.00000 1610.00| 32.00000 2240.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-0918397 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-05151 3454.000 LFT | 30.35000 104828.90| 28.75000 99302.50| 20.50000 70807.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0072 715-05152 1020.000 LFT | 32.20000 32844.00| 30.50000 31110.00| 22.50000 22950.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0073 715-05154 625.000 LFT | 36.00000 22500.00| 34.00000 21250.00| 32.75000 20468.75 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0074 715-05238 48.000 LFT | 200.00000 9600.00| 175.00000 8400.00| 92.00000 4416.00 PIPE, TYPE 1, DEFORMED, 5.5 SQ. FT. | | | 0075 715-46005 8.000 EACH| 264.00000 2112.00| 250.00000 2000.00| 250.00000 2000.00 PIPE END SECTION, 15 IN. | | | 0076 715-46010 2.000 EACH| 343.00000 686.00| 325.00000 650.00| 270.00000 540.00 PIPE END SECTION, 18 IN. | | | 0077 715-46040 2.000 EACH| 423.00000 846.00| 375.00000 750.00| 525.00000 1050.00 PIPE END SECTION, 36 IN. | | | 0078 718-03277 6900.000 LFT | 3.10000 21390.00| 2.95000 20355.00| 3.40000 23460.00 PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 6 IN. | | | 0079 718-52610 624.800 CYS | 28.00000 17494.40| 27.00000 16869.60| 30.25000 18900.20 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 7317.000 SYS | 0.50000 3658.50| 0.40000 2926.80| 1.50000 10975.50 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-44000 4.000 EACH| 975.00000 3900.00| 925.00000 3700.00| 450.00000 1800.00 CASTING, ADJUST TO GRADE | | | 0082 720-45030 2.000 EACH| 1266.00000 2532.00| 1200.00000 2400.00| 1100.00000 2200.00 INLET, E7 | | | 0083 720-45045 33.000 EACH| 1375.00000 45375.00| 1300.00000 42900.00| 1300.00000 42900.00 INLET, J10 | | | 0084 720-45055 4.000 EACH| 1475.00000 5900.00| 1400.00000 5600.00| 1300.00000 5200.00 INLET, M10 | | | 0085 720-45410 36.000 EACH| 1715.00000 61740.00| 1625.00000 58500.00| 2300.00000 82800.00 MANHOLE, C4 | | | 0086 720-92493 2.000 EACH| 1000.00000 2000.00| 950.00000 1900.00| 2000.00000 4000.00 MANHOLE, RECONSTRUCT | | | 0087 720-98174 2.000 EACH| 1635.00000 3270.00| 1550.00000 3100.00| 1750.00000 3500.00 INLET, B15 | | | 0088 801-04308 2.000 EACH| 350.00000 700.00| 340.00000 680.00| 200.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06203 20571.000 LFT | 0.11000 2262.81| 0.10000 2057.10| 0.15000 3085.65 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0090 801-06216 60.000 LFT | 2.10000 126.00| 2.06000 123.60| 3.25000 195.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-0918397 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 801-06640 20.000 EACH| 100.00000 2000.00| 100.00000 2000.00| 120.00000 2400.00 CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP| 34830.00000 34830.00| 79000.00000 79000.00| 69088.20000 69088.20 MAINTAINING TRAFFIC | | | 0094 801-09133 2.000 EACH| 8445.00000 16890.00| 7000.00000 14000.00| 8500.00000 17000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0095 802-02293 21.000 CYS | 415.00000 8715.00| 400.00000 8400.00| 410.00000 8610.00 CONCRETE, SIGN FOUNDATION | | | 0096 802-05701 137.600 LFT | 6.30000 866.88| 6.00000 825.60| 6.50000 894.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0097 802-05702 23.700 LFT | 8.40000 199.08| 8.00000 189.60| 8.50000 201.45 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0098 802-76025 42.000 SFT | 10.50000 441.00| 10.00000 420.00| 11.00000 462.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0099 802-76035 171.000 SFT | 11.60000 1983.60| 11.25000 1923.75| 12.00000 2052.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0100 803-02310 2817.000 LBS | 1.05000 2957.85| 1.00000 2817.00| 1.10000 3098.70 REINFORCING STEEL, SIGN FOUNDATION | | | 0101 803-76135 3.000 EACH| 6755.00000 20265.00| 6550.00000 19650.00| 7000.00000 21000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0102 808-06703 2327.000 LFT | 0.34000 791.18| 0.33000 767.91| 0.25000 581.75 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0103 808-75240 1380.000 LFT | 0.34000 469.20| 0.36000 496.80| 0.25000 345.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0104 808-75245 8044.000 LFT | 0.34000 2734.96| 0.33000 2654.52| 0.25000 2011.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0105 808-75260 203.000 LFT | 1.15000 233.45| 1.13000 229.39| 1.40000 284.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0106 808-75278 415.000 LFT | 1.15000 477.25| 1.13000 468.95| 1.45000 601.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0107 808-75297 120.000 LFT | 3.20000 384.00| 3.14000 376.80| 2.75000 330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1875662 |(3) 35-0918397 |ROGERS GROUP, INC. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 808-75320 14.000 EACH| 52.75000 738.50| 51.50000 721.00| 60.00000 840.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 14.000 EACH| 68.60000 960.40| 68.00000 952.00| 80.00000 1120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 808-75998 218.000 EACH| 33.15000 7226.70| 32.00000 6976.00| 30.00000 6540.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0111 801-06207 18150.000 LFT | 1.00000 18150.00| 0.98000 17787.00| 2.25000 40837.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0112 801-06606 20.000 EACH| 111.00000 2220.00| 108.00000 2160.00| 70.00000 1400.00 BARRICADE, IIIB | | | 0113 808-06716 1000.000 LFT | 0.50000 500.00| 0.52000 520.00| 0.55000 550.00 LINE, REMOVE | | | SECTION TOTALS | $ 2,369,546.00| $ 2,436,265.48| $ 2,685,303.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,369,546.00| $ 2,436,265.48| $ 2,685,303.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 12.000 MOS | 700.00000 8400.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 79000.00000 79000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 150000.00000 150000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 53000.00000 53000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02240 9200.000 SYS | 8.00000 73600.00| | PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 15000.00000 15000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0008 202-03000 LUMP| 1000.00000 1000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 27 | | | 0009 202-03000 LUMP| 30000.00000 30000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0010 202-60820 1836.000 SYS | 3.00000 5508.00| | SURFACE MILLING, ASPHALT | | | 0011 203-02000 11451.000 CYS | 10.00000 114510.00| | EXCAVATION, COMMON | | | 0012 203-02020 200.000 CYS | 150.00000 30000.00| | EXCAVATION, UNCLASSIFIED | | | 0013 203-02070 4663.000 CYS | 7.00000 32641.00| | BORROW | | | 0014 205-02224 2472.000 LFT | 2.00000 4944.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02231 432.000 LFT | 40.00000 17280.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0016 205-02232 45.000 CYS | 40.00000 1800.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0017 205-02234 3.000 EACH| 80.00000 240.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-02236 2.000 EACH| 80.00000 160.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 39.000 EACH| 40.00000 1560.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 211-02060 4522.100 CYS | 20.00000 90442.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-04075 40.600 TON | 20.00000 812.00| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0022 303-04489 12.000 TON | 30.00000 360.00| | COMPACTED CRUSHED AGGREGATE, 8 | | | 0023 303-52308 5422.900 TON | 13.00000 70497.70| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 305-05204 5.800 TON | 200.00000 1160.00| | HMA FOR PATCHING | | | 0025 305-05206 740.200 TON | 50.00000 37010.00| | WIDENING WITH HMA | | | 0026 401-05437 7800.600 TON | 45.00000 351027.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 3093.300 TON | 46.00000 142291.80| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 1413.200 TON | 52.00000 73486.40| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05468 592.100 TON | 45.00000 26644.50| | HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05470 4188.400 TON | 31.00000 129840.40| | HMA BASE C25.0 mm, MAINLINE | | | 0031 402-05474 3042.300 TON | 42.00000 127776.60| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0032 402-05477 749.500 TON | 65.00000 48717.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0033 402-05481 66.400 TON | 65.00000 4316.00| | HMA BASE 25.0 mm, SHOULDER | | | 0034 406-05520 28.600 TON | 200.00000 5720.00| | ASPHALT FOR TACK COAT | | | 0035 501-02400 LUMP| 4000.00000 4000.00| | PROFILOGRAPH | | | 0036 601-04746 2.000 EACH| 9000.00000 18000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0037 601-04756 1.000 EACH| 600.00000 600.00| | ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 602-06639 230.000 LFT | 40.00000 9200.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0039 602-06646 100.000 LFT | 35.00000 3500.00| | TEMPORARY CONCRETE BARRIER | | | 0040 604-44251 2.200 CYS | 500.00000 1100.00| | STEPS, CONCRETE | | | 0041 604-91531 5.000 SYS | 100.00000 500.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0042 605-06155 6172.000 LFT | 17.00000 104924.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0043 610-05527 597.100 TON | 60.00000 35826.00| | HMA FOR APPROACHES | | | 0044 611-05330 1494.500 SYS | 35.00000 52307.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0045 611-06497 4.000 EACH| 200.00000 800.00| | MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 4.000 EACH| 250.00000 1000.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0047 615-06490 63.000 EACH| 130.00000 8190.00| | RIGHT OF WAY MARKER | | | 0048 615-06505 11.000 EACH| 500.00000 5500.00| | MONUMENT, B | | | 0049 616-02320 2586.000 SYS | 1.00000 2586.00| | GEOTEXTILES | | | 0050 616-05688 200.000 TON | 20.00000 4000.00| | RIPRAP, CLASS 1 | | | 0051 616-05689 190.000 TON | 20.00000 3800.00| | RIPRAP, CLASS 2 | | | 0052 616-06405 497.000 TON | 22.00000 10934.00| | RIPRAP, REVETMENT | | | 0053 616-06451 504.000 TON | 25.00000 12600.00| | RIPRAP, UNIFORM | | | 0054 616-94426 25.000 SYS | 100.00000 2500.00| | GEOGRID REINFORCED AGGREGATE PAD | | | 0055 621-01004 3.000 EACH| 600.00000 1800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 2.000 TON | 550.00000 1100.00| | FERTILIZER | | | 0057 621-06553 680.000 LBS | 3.50000 2380.00| | SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 621-06557 320.000 LBS | 6.00000 1920.00| | SEED MIXTURE, T | | | 0059 621-06565 16.000 TON | 400.00000 6400.00| | MULCHING MATERIAL | | | 0060 621-06567 14.000 MG | 2.25000 31.50| | WATER | | | 0061 621-06575 3480.000 SYS | 3.25000 11310.00| | SODDING, NURSERY | | | 0062 702-90915 75.500 CYS | 675.00000 50962.50| | CONCRETE, A | | | 0063 703-51030 9892.000 LBS | 1.00000 9892.00| | REINFORCING STEEL | | | 0064 714-06572 145.000 LFT | 1600.00000 232000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 8 FT. | | | 0065 715-03475 3.000 EACH| 400.00000 1200.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0066 715-04509 92.000 LFT | 350.00000 32200.00| | TEMPORARY PIPE | | | 0067 715-04694 2.000 EACH| 950.00000 1900.00| | PIPE END SECTION, MIN. AREA 6.5 SQ. FT. | | | 0068 715-05019 88.000 LFT | 65.00000 5720.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0069 715-05119 175.000 LFT | 23.00000 4025.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0070 715-05121 70.000 LFT | 24.00000 1680.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0071 715-05151 3454.000 LFT | 21.00000 72534.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0072 715-05152 1020.000 LFT | 22.00000 22440.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0073 715-05154 625.000 LFT | 25.00000 15625.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0074 715-05238 48.000 LFT | 100.00000 4800.00| | PIPE, TYPE 1, DEFORMED, 5.5 SQ. FT. | | | 0075 715-46005 8.000 EACH| 200.00000 1600.00| | PIPE END SECTION, 15 IN. | | | 0076 715-46010 2.000 EACH| 250.00000 500.00| | PIPE END SECTION, 18 IN. | | | 0077 715-46040 2.000 EACH| 650.00000 1300.00| | PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 718-03277 6900.000 LFT | 2.50000 17250.00| | PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 6 IN. | | | 0079 718-52610 624.800 CYS | 25.00000 15620.00| | AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 7317.000 SYS | 1.00000 7317.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-44000 4.000 EACH| 275.00000 1100.00| | CASTING, ADJUST TO GRADE | | | 0082 720-45030 2.000 EACH| 900.00000 1800.00| | INLET, E7 | | | 0083 720-45045 33.000 EACH| 1000.00000 33000.00| | INLET, J10 | | | 0084 720-45055 4.000 EACH| 1000.00000 4000.00| | INLET, M10 | | | 0085 720-45410 36.000 EACH| 1200.00000 43200.00| | MANHOLE, C4 | | | 0086 720-92493 2.000 EACH| 500.00000 1000.00| | MANHOLE, RECONSTRUCT | | | 0087 720-98174 2.000 EACH| 2100.00000 4200.00| | INLET, B15 | | | 0088 801-04308 2.000 EACH| 225.00000 450.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06203 20571.000 LFT | 0.20000 4114.20| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0090 801-06216 60.000 LFT | 3.50000 210.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0091 801-06640 20.000 EACH| 125.00000 2500.00| | CONSTRUCTION SIGN, A | | | 0093 801-06775 LUMP| 45000.00000 45000.00| | MAINTAINING TRAFFIC | | | 0094 801-09133 2.000 EACH| 8500.00000 17000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0095 802-02293 21.000 CYS | 425.00000 8925.00| | CONCRETE, SIGN FOUNDATION | | | 0096 802-05701 137.600 LFT | 7.00000 963.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0097 802-05702 23.700 LFT | 9.00000 213.30| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 802-76025 42.000 SFT | 11.00000 462.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0099 802-76035 171.000 SFT | 12.00000 2052.00| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0100 803-02310 2817.000 LBS | 1.25000 3521.25| | REINFORCING STEEL, SIGN FOUNDATION | | | 0101 803-76135 3.000 EACH| 7000.00000 21000.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0102 808-06703 2327.000 LFT | 0.30000 698.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0103 808-75240 1380.000 LFT | 0.30000 414.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0104 808-75245 8044.000 LFT | 0.30000 2413.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0105 808-75260 203.000 LFT | 1.50000 304.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0106 808-75278 415.000 LFT | 1.50000 622.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0107 808-75297 120.000 LFT | 3.00000 360.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0108 808-75320 14.000 EACH| 60.00000 840.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 14.000 EACH| 85.00000 1190.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 808-75998 218.000 EACH| 30.00000 6540.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0111 801-06207 18150.000 LFT | 1.00000 18150.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0112 801-06606 20.000 EACH| 75.00000 1500.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 170 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,487,927.94 ROUTE : SR 46 CALL ORDER : 170 CONTRACT ID : R -24439-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 808-06716 1000.000 LFT | 1.00000 1000.00| | LINE, REMOVE | | | SECTION TOTALS | $ 2,862,862.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,862,862.65| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,647.22 ROUTE : SR 26 CALL ORDER : 180 CONTRACT ID : R -24543-A COUNTIES : BLACKFORD LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4005004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 157,282.27 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 165,227.65 105.0516% 3 35-1912582 EDSAM CONSTRUCTION, INC. $ 166,925.35 106.1310% 4 35-1145884 L I C A CONSTRUCTION $ 175,608.50 111.6518% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1817574 |(3) 35-1912582 |E & B PAVING, INC. |YARDBERRY LANDSCAPE |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 9.000 MOS | 1000.00000 9000.00| 1100.00000 9900.00| 990.00000 8910.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 9400.00000 9400.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| 14300.00000 14300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3200.00000 3200.00| 3500.00000 3500.00| 1650.00000 1650.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 187.000 m2 | 8.00000 1496.00| 11.00000 2057.00| 13.20000 2468.40 SURFACE MILLING, ASPHALT | | | 0006 203-02000 325.000 m3 | 20.00000 6500.00| 14.00000 4550.00| 16.50000 5362.50 EXCAVATION, COMMON | | | 0007 203-02070 148.000 m3 | 20.00000 2960.00| 38.00000 5624.00| 22.00000 3256.00 BORROW | | | 0008 205-02229 8.000 m | 49.20000 393.60| 16.00000 128.00| 55.00000 440.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 3.000 EACH| 90.00000 270.00| 100.00000 300.00| 99.00000 297.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 53.000 m3 | 23.00000 1219.00| 45.00000 2385.00| 29.70000 1574.10 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 772.000 Mg | 20.00000 15440.00| 20.00000 15440.00| 16.50000 12738.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 305-05204 19.000 Mg | 120.00000 2280.00| 132.00000 2508.00| 132.00000 2508.00 HMA FOR PATCHING | | | 0013 402-05468 605.000 Mg | 45.00000 27225.00| 49.50000 29947.50| 49.50000 29947.50 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,647.22 ROUTE : SR 26 CALL ORDER : 180 CONTRACT ID : R -24543-A COUNTIES : BLACKFORD LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1817574 |(3) 35-1912582 |E & B PAVING, INC. |YARDBERRY LANDSCAPE |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05474 171.000 Mg | 45.00000 7695.00| 49.50000 8464.50| 49.50000 8464.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 106.000 Mg | 54.00000 5724.00| 59.50000 6307.00| 66.00000 6996.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 135.000 Mg | 45.00000 6075.00| 51.00000 6885.00| 55.00000 7425.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05495 19.000 Mg | 40.00000 760.00| 46.00000 874.00| 44.00000 836.00 HMA WEDGE AND LEVEL | | | 0018 404-05511 927.000 m2 | 3.00000 2781.00| 4.00000 3708.00| 3.85000 3568.95 SEAL COAT, 2 | | | 0019 404-05514 137.000 m2 | 4.00000 548.00| 5.00000 685.00| 4.95000 678.15 SEAL COAT, 5 | | | 0020 405-05517 1.200 Mg | 500.00000 600.00| 550.00000 660.00| 550.00000 660.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 1.300 Mg | 180.00000 234.00| 200.00000 260.00| 198.00000 257.40 ASPHALT FOR TACK COAT | | | 0022 615-06490 7.000 EACH| 195.00000 1365.00| 120.00000 840.00| 132.00000 924.00 RIGHT OF WAY MARKER | | | 0023 615-06527 1.000 EACH| 395.00000 395.00| 325.00000 325.00| 440.00000 440.00 MONUMENT, SECTION CORNER | | | 0024 616-06405 11.000 Mg | 34.00000 374.00| 45.00000 495.00| 33.00000 363.00 RIPRAP, REVETMENT | | | 0025 621-06545 0.311 Mg | 722.00000 224.54| 1400.00000 435.40| 660.00000 205.26 FERTILIZER | | | 0026 621-06553 66.000 kg | 9.36000 617.76| 15.00000 990.00| 11.00000 726.00 SEED MIXTURE, R | | | 0027 621-06565 1.600 Mg | 758.00000 1212.80| 500.00000 800.00| 550.00000 880.00 MULCHING MATERIAL | | | 0028 621-06574 4.000 m2 | 203.32000 813.28| 35.00000 140.00| 33.00000 132.00 SODDING | | | 0029 715-05048 288.000 m | 15.00000 4320.00| 16.00000 4608.00| 7.70000 2217.60 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0030 715-05053 13.000 m | 50.00000 650.00| 26.00000 338.00| 29.70000 386.10 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0031 715-05123 1.000 m | 350.00000 350.00| 400.00000 400.00| 770.00000 770.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0032 715-05921 58.000 m | 190.00000 11020.00| 185.00000 10730.00| 348.00000 20184.00 PIPE, RCHEP, CLASS HE-I, D0.3=40, MIN. | | | AREA 0.31 m2 | | | 0033 715-06471 4.000 EACH| 550.00000 2200.00| 1140.00000 4560.00| 385.00000 1540.00 PIPE END SECTION, MIN. AREA .31 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,647.22 ROUTE : SR 26 CALL ORDER : 180 CONTRACT ID : R -24543-A COUNTIES : BLACKFORD LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1817574 |(3) 35-1912582 |E & B PAVING, INC. |YARDBERRY LANDSCAPE |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-46020 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 330.00000 330.00 PIPE END SECTION, 600 mm | | | 0035 718-04881 2.000 EACH| 300.00000 600.00| 165.00000 330.00| 165.00000 330.00 OUTLET PROTECTOR, B | | | 0036 718-52610 57.000 m3 | 37.00000 2109.00| 50.00000 2850.00| 33.00000 1881.00 AGGREGATE FOR UNDERDRAINS | | | 0037 801-06606 4.000 EACH| 100.00000 400.00| 155.00000 620.00| 59.40000 237.60 BARRICADE, IIIB | | | 0038 801-06625 25.000 EACH| 75.00000 1875.00| 109.00000 2725.00| 64.90000 1622.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 31.000 EACH| 90.00000 2790.00| 74.00000 2294.00| 64.90000 2011.90 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 4400.00000 4400.00 MAINTAINING TRAFFIC | | | 0041 802-05701 12.600 m | 59.04000 743.90| 48.00000 604.80| 38.50000 485.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0042 802-05702 9.000 m | 41.15000 370.35| 35.00000 315.00| 34.10000 306.90 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0043 802-05706 7.300 m | 57.48000 419.60| 38.00000 277.40| 33.00000 240.90 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0044 802-76025 4.140 m2 | 276.07000 1142.93| 440.00000 1821.60| 198.00000 819.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 802-76035 1.440 m2 | 164.94000 237.51| 280.00000 403.20| 220.00000 316.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0046 802-91122 10.000 EACH| 230.20000 2302.00| 195.00000 1950.00| 93.50000 935.00 SIGN, GROUND MOUNTED, RESET | | | 0047 808-06703 30.000 m | 3.00000 90.00| 2.50000 75.00| 2.48000 74.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-06713 487.000 m | 1.00000 487.00| 1.75000 852.25| 1.65000 803.55 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-75245 74.000 m | 3.00000 222.00| 2.50000 185.00| 2.48000 183.52 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0050 808-75297 10.000 m | 18.00000 180.00| 35.00000 350.00| 33.00000 330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,647.22 ROUTE : SR 26 CALL ORDER : 180 CONTRACT ID : R -24543-A COUNTIES : BLACKFORD LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1817574 |(3) 35-1912582 |E & B PAVING, INC. |YARDBERRY LANDSCAPE |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-75320 1.000 EACH| 75.00000 75.00| 60.00000 60.00| 55.00000 55.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0052 808-75325 1.000 EACH| 95.00000 95.00| 70.00000 70.00| 66.00000 66.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0053 621-01004 2.000 EACH| 650.00000 1300.00| 600.00000 1200.00| 495.00000 990.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 157,282.27| $ 165,227.65| $ 166,925.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 157,282.27| $ 165,227.65| $ 166,925.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,647.22 ROUTE : SR 26 CALL ORDER : 180 CONTRACT ID : R -24543-A COUNTIES : BLACKFORD LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 9.000 MOS | 1500.00000 13500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8900.00000 8900.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8800.00000 8800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2100.00000 2100.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 187.000 m2 | 13.00000 2431.00| | SURFACE MILLING, ASPHALT | | | 0006 203-02000 325.000 m3 | 50.00000 16250.00| | EXCAVATION, COMMON | | | 0007 203-02070 148.000 m3 | 25.00000 3700.00| | BORROW | | | 0008 205-02229 8.000 m | 49.20000 393.60| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 3.000 EACH| 90.00000 270.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 53.000 m3 | 27.50000 1457.50| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 772.000 Mg | 20.00000 15440.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 305-05204 19.000 Mg | 150.00000 2850.00| | HMA FOR PATCHING | | | 0013 402-05468 605.000 Mg | 40.00000 24200.00| | HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 171.000 Mg | 45.00000 7695.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 106.000 Mg | 55.00000 5830.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 135.000 Mg | 55.00000 7425.00| | HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05495 19.000 Mg | 55.00000 1045.00| | HMA WEDGE AND LEVEL | | | 0018 404-05511 927.000 m2 | 2.50000 2317.50| | SEAL COAT, 2 | | | 0019 404-05514 137.000 m2 | 7.50000 1027.50| | SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,647.22 ROUTE : SR 26 CALL ORDER : 180 CONTRACT ID : R -24543-A COUNTIES : BLACKFORD LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 405-05517 1.200 Mg | 740.00000 888.00| | ASPHALT FOR PRIME COAT | | | 0021 406-05520 1.300 Mg | 300.00000 390.00| | ASPHALT FOR TACK COAT | | | 0022 615-06490 7.000 EACH| 195.00000 1365.00| | RIGHT OF WAY MARKER | | | 0023 615-06527 1.000 EACH| 395.00000 395.00| | MONUMENT, SECTION CORNER | | | 0024 616-06405 11.000 Mg | 67.50000 742.50| | RIPRAP, REVETMENT | | | 0025 621-06545 0.311 Mg | 722.00000 224.54| | FERTILIZER | | | 0026 621-06553 66.000 kg | 9.36000 617.76| | SEED MIXTURE, R | | | 0027 621-06565 1.600 Mg | 758.00000 1212.80| | MULCHING MATERIAL | | | 0028 621-06574 4.000 m2 | 205.00000 820.00| | SODDING | | | 0029 715-05048 288.000 m | 15.00000 4320.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0030 715-05053 13.000 m | 63.00000 819.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0031 715-05123 1.000 m | 325.00000 325.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0032 715-05921 58.000 m | 300.00000 17400.00| | PIPE, RCHEP, CLASS HE-I, D0.3=40, MIN. | | | AREA 0.31 m2 | | | 0033 715-06471 4.000 EACH| 600.00000 2400.00| | PIPE END SECTION, MIN. AREA .31 m2 | | | 0034 715-46020 1.000 EACH| 390.00000 390.00| | PIPE END SECTION, 600 mm | | | 0035 718-04881 2.000 EACH| 200.00000 400.00| | OUTLET PROTECTOR, B | | | 0036 718-52610 57.000 m3 | 50.00000 2850.00| | AGGREGATE FOR UNDERDRAINS | | | 0037 801-06606 4.000 EACH| 54.00000 216.00| | BARRICADE, IIIB | | | 0038 801-06625 25.000 EACH| 59.00000 1475.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 31.000 EACH| 59.00000 1829.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,647.22 ROUTE : SR 26 CALL ORDER : 180 CONTRACT ID : R -24543-A COUNTIES : BLACKFORD LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06775 LUMP| 5300.00000 5300.00| | MAINTAINING TRAFFIC | | | 0041 802-05701 12.600 m | 35.00000 441.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0042 802-05702 9.000 m | 31.00000 279.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0043 802-05706 7.300 m | 30.00000 219.00| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0044 802-76025 4.140 m2 | 180.00000 745.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 802-76035 1.440 m2 | 200.00000 288.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0046 802-91122 10.000 EACH| 85.00000 850.00| | SIGN, GROUND MOUNTED, RESET | | | 0047 808-06703 30.000 m | 4.25000 127.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-06713 487.000 m | 1.30000 633.10| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0049 808-75245 74.000 m | 4.25000 314.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0050 808-75297 10.000 m | 16.25000 162.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0051 808-75320 1.000 EACH| 115.00000 115.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0052 808-75325 1.000 EACH| 122.00000 122.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0053 621-01004 2.000 EACH| 650.00000 1300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 175,608.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,608.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,771.08 ROUTE : US 30 CALL ORDER : 190 CONTRACT ID : R -24544-A COUNTIES : CASS LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/25/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2001140 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 212,764.96 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 268,100.00 126.0075% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 324,100.00 152.3277% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 12.000 MOS | 1500.00000 18000.00| 1395.00000 16740.00| 2580.00000 30960.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 7450.00000 7450.00| 21317.40000 21317.40 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10600.00000 10600.00| 13388.89000 13388.89| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 13360.000 m2 | 0.90000 12024.00| 1.00000 13360.00| 1.15000 15364.00 SURFACE MILLING, ASPHALT | | | 0005 203-02000 477.000 m3 | 15.00000 7155.00| 28.50000 13594.50| 27.10000 12926.70 EXCAVATION, COMMON | | | 0006 205-02234 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 3200.00000 3200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0007 303-52308 673.000 Mg | 14.00000 9422.00| 18.60000 12517.80| 20.00000 13460.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 401-05437 611.000 Mg | 33.00000 20163.00| 41.75000 25509.25| 39.00000 23829.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0009 401-05455 2439.000 Mg | 28.50000 69511.50| 33.45000 81584.55| 34.40000 83901.60 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0010 401-05456 1105.000 Mg | 38.35000 42376.75| 43.45000 48012.25| 45.00000 49725.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-06264 LUMP| 900.00000 900.00| 2500.00000 2500.00| 3200.00000 3200.00 PROFILOGRAPH, HMA | | | 0012 404-05511 2595.000 m2 | 1.75000 4541.25| 1.50000 3892.50| 2.20000 5709.00 SEAL COAT, 2 | | | 0013 406-05520 8.100 Mg | 250.00000 2025.00| 540.00000 4374.00| 200.00000 1620.00 ASPHALT FOR TACK COAT | | | 0014 801-06207 500.000 m | 2.60000 1300.00| 2.80000 1400.00| 3.10000 1550.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,771.08 ROUTE : US 30 CALL ORDER : 190 CONTRACT ID : R -24544-A COUNTIES : CASS LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 12.000 EACH| 50.00000 600.00| 65.00000 780.00| 55.00000 660.00 CONSTRUCTION SIGN, A | | | 0016 801-06645 4.000 EACH| 15.00000 60.00| 40.00000 160.00| 14.00000 56.00 CONSTRUCTION SIGN, B | | | 0017 801-06710 30.000 DAY | 15.00000 450.00| 18.00000 540.00| 15.00000 450.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 2500.00000 2500.00| 12000.00000 12000.00| 28500.00000 28500.00 MAINTAINING TRAFFIC | | | 0019 802-94715 LUMP| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 SIGNS, SHEET, REMOVE AND RESET | | | 0020 805-78470 232.000 m | 1.00000 232.00| 1.00000 232.00| 1.50000 348.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0021 805-78795 68.000 m | 32.80000 2230.40| 32.80000 2230.40| 31.00000 2108.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06701 243.000 m | 1.35000 328.05| 1.35000 328.05| 1.50000 364.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0023 808-06703 806.000 m | 1.35000 1088.10| 1.35000 1088.10| 1.50000 1209.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0024 808-06713 847.000 m | 0.27000 228.69| 0.27000 228.69| 0.60000 508.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 976.000 m | 0.27000 263.52| 0.27000 263.52| 0.60000 585.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-75297 76.000 m | 8.50000 646.00| 8.50000 646.00| 8.00000 608.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0027 808-75320 8.000 EACH| 50.50000 404.00| 50.50000 404.00| 55.00000 440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 8.000 EACH| 73.00000 584.00| 73.00000 584.00| 75.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75996 110.000 EACH| 1.47000 161.70| 5.65000 621.50| 8.50000 935.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 110.000 EACH| 27.00000 2970.00| 27.00000 2970.00| 31.50000 3465.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 212,764.96| $ 268,100.00| $ 324,100.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 212,764.96| $ 268,100.00| $ 324,100.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,386,322.93 ROUTE : US 31 CALL ORDER : 200 CONTRACT ID : R -24545-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/14/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1531023 1531023 1531023 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 5,589,000.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 5,791,936.22 103.6309% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,235,793.17 111.5726% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-01925 12.000 MOS | 2000.00000 24000.00| 2120.00000 25440.00| 1964.93000 23579.16 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 100000.00000 100000.00| 45000.00000 45000.00| 44979.66000 44979.66 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 110000.00000 110000.00| 206000.00000 206000.00| 308000.00000 308000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 51465.01000 51465.01| 10000.00000 10000.00| 19113.45000 19113.45 CLEARING RIGHT OF WAY | | | 0005 202-02240 452.000 m2 | 18.00000 8136.00| 9.65000 4361.80| 39.89000 18030.28 PAVEMENT, REMOVE | | | 0006 202-02272 15.000 m | 22.00000 330.00| 20.24000 303.60| 75.58000 1133.70 PAVED SIDE DITCH, REMOVE | | | 0007 202-02278 1347.000 m | 15.00000 20205.00| 15.85000 21349.95| 20.18000 27182.46 CURB, CONCRETE, REMOVE | | | 0008 202-02279 2811.000 m | 15.00000 42165.00| 15.12000 42502.32| 21.23000 59677.53 CURB AND GUTTER, REMOVE | | | 0009 202-02772 61.000 EACH| 180.00000 10980.00| 125.00000 7625.00| 86.76000 5292.36 CASTING, REMOVE | | | 0010 202-60815 229.000 m | 35.00000 8015.00| 28.18000 6453.22| 32.32000 7401.28 CENTER CURB, REMOVE | | | 0011 202-60820 53373.000 m2 | 0.83000 44299.59| 1.10000 58710.30| 1.68000 89666.64 SURFACE MILLING, ASPHALT | | | 0012 202-74045 56.000 EACH| 45.00000 2520.00| 79.40000 4446.40| 26.25000 1470.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0013 202-86946 9.000 EACH| 240.00000 2160.00| 479.50000 4315.50| 262.50000 2362.50 HANDHOLE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,386,322.93 ROUTE : US 31 CALL ORDER : 200 CONTRACT ID : R -24545-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-90277 14.000 EACH| 380.00000 5320.00| 545.66000 7639.24| 157.50000 2205.00 DETECTOR HOUSING, REMOVE | | | 0015 203-02000 4129.000 m3 | 25.00000 103225.00| 15.33000 63297.57| 24.20000 99921.80 EXCAVATION, COMMON | | | 0016 203-02070 2721.000 m3 | 12.00000 32652.00| 16.00000 43536.00| 18.50000 50338.50 BORROW | | | 0017 205-02229 550.000 m | 9.00000 4950.00| 8.85000 4867.50| 9.29000 5109.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02234 13.000 EACH| 64.00000 832.00| 62.00000 806.00| 65.10000 846.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 22.000 EACH| 44.00000 968.00| 42.50000 935.00| 44.63000 981.86 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 211-02060 101.000 m3 | 25.00000 2525.00| 21.07000 2128.07| 15.23000 1538.23 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-60900 14990.000 Mg | 15.00000 224850.00| 15.50000 232345.00| 17.15000 257078.50 COMPACTED AGGREGATE FOR BASE, 0 | | | 0022 305-97019 94784.000 m2 | 1.80000 170611.20| 2.15000 203785.60| 2.27000 215159.68 RUBBLIZED PCCP | | | 0023 401-05437 46114.000 Mg | 31.25000 1441062.50| 35.00000 1613990.00| 34.57000 1594160.98 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 23949.000 Mg | 34.00000 814266.00| 35.00000 838215.00| 35.08000 840130.92 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 10368.000 Mg | 46.00000 476928.00| 48.00000 497664.00| 51.14000 530219.52 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 401-05459 16391.000 Mg | 31.25000 512218.75| 32.00000 524512.00| 34.57000 566636.87 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0027 401-05463 8446.000 Mg | 34.00000 287164.00| 33.00000 278718.00| 35.08000 296285.68 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0028 401-05464 4952.000 Mg | 40.00000 198080.00| 38.00000 188176.00| 51.14000 253245.28 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0029 401-05467 24812.000 m | 0.50000 12406.00| 0.66000 16375.92| 0.56000 13894.72 MILLED HMA CORRUGATIONS | | | 0030 405-05517 156.000 Mg | 280.00000 43680.00| 240.66000 37542.96| 282.44000 44060.64 ASPHALT FOR PRIME COAT | | | 0031 406-05520 120.000 Mg | 175.00000 21000.00| 172.00000 20640.00| 173.38000 20805.60 ASPHALT FOR TACK COAT | | | 0032 605-06121 1356.000 m | 34.00000 46104.00| 27.57000 37384.92| 19.51000 26455.56 CURB, CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,386,322.93 ROUTE : US 31 CALL ORDER : 200 CONTRACT ID : R -24545-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 605-06145 2245.000 m | 44.00000 98780.00| 40.92000 91865.40| 29.21000 65576.45 CURB AND GUTTER, B, CONCRETE | | | 0034 605-06245 361.000 m2 | 50.00000 18050.00| 61.16000 22078.76| 46.73000 16869.53 CENTER CURB, B, CONCRETE | | | 0035 605-06255 14.000 m2 | 55.00000 770.00| 153.50000 2149.00| 160.38000 2245.32 CENTER CURB, D, CONCRETE | | | 0036 615-01682 LUMP| 76500.00000 76500.00| 71533.25000 71533.25| 87675.00000 87675.00 WEIGH IN MOTION DATA COLLECTION SYSTEM | | | 0037 615-06505 3.000 EACH| 360.00000 1080.00| 425.00000 1275.00| 667.98000 2003.94 MONUMENT, B | | | 0038 615-06510 6.000 EACH| 300.00000 1800.00| 325.00000 1950.00| 667.98000 4007.88 MONUMENT, C | | | 0039 616-02320 39.000 m2 | 2.00000 78.00| 4.08000 159.12| 4.31000 168.09 GEOTEXTILES | | | 0040 616-06405 32.000 Mg | 30.00000 960.00| 31.33000 1002.56| 79.87000 2555.84 RIPRAP, REVETMENT | | | 0041 621-01004 4.000 EACH| 630.00000 2520.00| 600.00000 2400.00| 630.00000 2520.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 8.000 Mg | 440.00000 3520.00| 417.00000 3336.00| 437.85000 3502.80 FERTILIZER | | | 0043 621-06548 6.000 kg | 45.00000 270.00| 44.00000 264.00| 46.20000 277.20 SEED MIXTURE, CV | | | 0044 621-06554 1350.000 kg | 6.50000 8775.00| 6.25000 8437.50| 6.56000 8856.00 SEED MIXTURE, U | | | 0045 621-06565 37.000 Mg | 440.00000 16280.00| 418.00000 15466.00| 438.90000 16239.30 MULCHING MATERIAL | | | 0046 621-06567 35.000 kL | 0.80000 28.00| 0.75000 26.25| 0.79000 27.65 WATER | | | 0047 621-06574 1932.000 m2 | 3.50000 6762.00| 3.35000 6472.20| 4.47000 8636.04 SODDING | | | 0048 715-05019 24.000 m | 180.00000 4320.00| 173.79000 4170.96| 191.78000 4602.72 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0049 715-05151 20.000 m | 132.00000 2640.00| 109.38000 2187.60| 156.21000 3124.20 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0050 715-05595 10.000 m | 180.00000 1800.00| 207.64000 2076.40| 277.18000 2771.80 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0051 715-46040 2.000 EACH| 500.00000 1000.00| 750.00000 1500.00| 1624.25000 3248.50 PIPE END SECTION, 900 mm | | | 0052 720-01894 61.000 EACH| 550.00000 33550.00| 500.00000 30500.00| 676.50000 41266.50 CASTING, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,386,322.93 ROUTE : US 31 CALL ORDER : 200 CONTRACT ID : R -24545-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 720-91972 3.000 EACH| 800.00000 2400.00| 1505.00000 4515.00| 1349.04000 4047.12 INLET, RELOCATE | | | 0054 730-02397 4.000 EACH| 1240.00000 4960.00| 1730.00000 6920.00| 1289.11000 5156.44 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0055 730-02628 4.000 EACH| 500.00000 2000.00| 978.00000 3912.00| 472.03000 1888.12 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0056 730-02629 2.000 EACH| 600.00000 1200.00| 815.00000 1630.00| 596.73000 1193.46 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0057 730-02630 2.000 EACH| 750.00000 1500.00| 956.00000 1912.00| 752.34000 1504.68 SAFETY METAL END SECTION, 6:1, 610 mm | | | 0058 801-01093 13.000 EACH| 360.00000 4680.00| 350.00000 4550.00| 367.50000 4777.50 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0059 801-01504 86.000 EACH| 41.00000 3526.00| 39.00000 3354.00| 40.95000 3521.70 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0060 801-04308 25.000 EACH| 310.00000 7750.00| 150.00000 3750.00| 309.75000 7743.75 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-04944 2.000 EACH| 31000.00000 62000.00| 32181.29000 64362.58| 36750.00000 73500.00 HIGHWAY ADVISORY RADIO STATION | | | 0062 801-06203 40890.000 m | 0.31000 12675.90| 0.28000 11449.20| 0.29000 11858.10 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 1694.000 m | 3.00000 5082.00| 3.96000 6708.24| 6.95000 11773.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06216 257.000 m | 6.30000 1619.10| 6.00000 1542.00| 6.30000 1619.10 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0065 801-06625 72.000 EACH| 52.00000 3744.00| 50.00000 3600.00| 52.50000 3780.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 86.000 EACH| 52.00000 4472.00| 50.00000 4300.00| 52.50000 4515.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 26.000 EACH| 21.00000 546.00| 20.00000 520.00| 21.00000 546.00 CONSTRUCTION SIGN, B | | | 0068 801-06710 555.000 DAY | 13.00000 7215.00| 12.00000 6660.00| 12.60000 6993.00 FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 70000.00000 70000.00| 65000.00000 65000.00| 95654.79000 95654.79 MAINTAINING TRAFFIC | | | 0070 801-97643 659.000 m | 11.50000 7578.50| 11.00000 7249.00| 11.55000 7611.45 TEMPORARY BUZZ STRIPS | | | 0071 802-02293 6.080 m3 | 400.00000 2432.00| 351.47000 2136.94| 588.00000 3575.04 CONCRETE, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,386,322.93 ROUTE : US 31 CALL ORDER : 200 CONTRACT ID : R -24545-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 802-05701 178.200 m | 31.00000 5524.20| 28.63000 5101.87| 33.60000 5987.52 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-05702 87.400 m | 30.00000 2622.00| 27.98000 2445.45| 31.50000 2753.10 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0074 802-76015 62.400 m2 | 190.00000 11856.00| 143.27000 8940.05| 278.25000 17362.80 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0075 802-76035 16.880 m2 | 150.00000 2532.00| 154.00000 2599.52| 210.00000 3544.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0076 802-76095 1681.000 kg | 3.60000 6051.60| 4.50000 7564.50| 4.20000 7060.20 STRUCTURAL STEEL, BREAKAWAY | | | 0079 805-01842 7.000 EACH| 615.00000 4305.00| 529.70000 3707.90| 787.50000 5512.50 HANDHOLE, SIGNAL | | | 0080 805-01843 13.000 EACH| 265.00000 3445.00| 501.50000 6519.50| 262.50000 3412.50 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0081 805-02441 3792.000 m | 1.60000 6067.20| 2.75000 10428.00| 1.05000 3981.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0082 805-05594 60.000 m | 6.20000 372.00| 1.32000 79.20| 5.25000 315.00 COMMUNICATION CABLE, VOICE GRADE | | | 0083 805-06592 1146.000 m | 41.00000 46986.00| 24.13000 27652.98| 27.30000 31285.80 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0084 805-78215 2.000 EACH| 400.00000 800.00| 364.37000 728.74| 525.00000 1050.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0085 801-09133 6.000 EACH| 4200.00000 25200.00| 4000.00000 24000.00| 4200.00000 25200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0086 805-78490 11.000 m | 3.70000 40.70| 4.07000 44.77| 3.68000 40.48 SIGNAL CABLE, 7C 14GA. | | | 0087 805-78510 9886.000 m | 2.50000 24715.00| 3.13000 30943.18| 3.15000 31140.90 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0088 805-78785 46.000 EACH| 460.00000 21160.00| 392.20000 18041.20| 525.00000 24150.00 SIGNAL DETECTOR HOUSING | | | 0089 805-78795 1369.000 m | 25.00000 34225.00| 32.51000 44506.19| 25.20000 34498.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0090 805-92504 49.000 EACH| 330.00000 16170.00| 258.70000 12676.30| 294.00000 14406.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0091 805-94295 2.000 EACH| 195.00000 390.00| 525.00000 1050.00| 236.25000 472.50 SIGNAL HEAD, RELOCATE | | | 0092 805-97114 608.000 m | 5.60000 3404.80| 5.79000 3520.32| 7.35000 4468.80 CABLE, INTERCONNECT, 6 PAIR 19 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,386,322.93 ROUTE : US 31 CALL ORDER : 200 CONTRACT ID : R -24545-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-01045 72.000 m | 4.70000 338.40| 4.50000 324.00| 4.73000 340.56 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0094 808-06701 4332.000 m | 0.75000 3249.00| 0.72000 3119.04| 0.76000 3292.32 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0095 808-06703 17245.000 m | 0.75000 12933.75| 0.72000 12416.40| 0.76000 13106.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0096 808-06713 17.000 m | 15.50000 263.50| 15.00000 255.00| 15.75000 267.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0097 808-75215 116.000 m | 5.20000 603.20| 5.00000 580.00| 5.25000 609.00 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0098 808-75245 12774.000 m | 0.75000 9580.50| 0.72000 9197.28| 0.76000 9708.24 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0099 808-75297 344.000 m | 8.90000 3061.60| 8.50000 2924.00| 8.93000 3071.92 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0100 808-75320 97.000 EACH| 50.00000 4850.00| 48.00000 4656.00| 50.40000 4888.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0101 808-75325 72.000 EACH| 68.00000 4896.00| 65.50000 4716.00| 68.78000 4952.16 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0102 808-75996 500.000 EACH| 5.00000 2500.00| 2.75000 1375.00| 2.89000 1445.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0103 808-75998 564.000 EACH| 25.00000 14100.00| 24.00000 13536.00| 25.20000 14212.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 808-98796 180.000 m | 4.70000 846.00| 4.50000 810.00| 4.73000 851.40 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0105 801-06606 61.000 EACH| 130.00000 7930.00| 90.00000 5490.00| 131.25000 8006.25 BARRICADE, IIIB | | | SECTION TOTALS | $ 5,589,000.00| $ 5,791,936.22| $ 6,235,793.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,589,000.00| $ 5,791,936.22| $ 6,235,793.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/27/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2192019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION $ 444,642.87 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 466,962.39 105.0196% 3 35-1315965 FOX CONTRACTORS $ 490,831.47 110.3877% 4 35-1486233 GEIGER DEVELOPING INC. $ 492,678.00 110.8030% 5 35-0997978 PHEND & BROWN, INC. $ 501,472.62 112.7809% 6 34-4272670 JOHNSON, S.E. COMPANIES $ 541,279.36 121.7335% 7 35-1912582 EDSAM CONSTRUCTION, INC. CONDITIONAL BID $ 636,687.56 143.1907% ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1065659 |(3) 35-1315965 |API CONSTRUCTION |BROOKS CONSTRUCTION |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 201-52370 LUMP| 12000.00000 12000.00| 13800.00000 13800.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0002 202-01347 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| 3500.00000 3500.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , UNDER 3,000 GALLON CAPACITY | | | 0003 202-01405 14.000 CYS | 140.00000 1960.00| 222.00000 3108.00| 82.00000 1148.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0004 202-02240 340.000 SYS | 11.00000 3740.00| 12.00000 4080.00| 10.00000 3400.00 PAVEMENT, REMOVE | | | 0005 202-02271 3.000 EACH| 75.00000 225.00| 50.00000 150.00| 350.00000 1050.00 HEADWALL, REMOVE | | | 0006 202-05544 300.000 GAL | 1.00000 300.00| 0.35000 105.00| 1.75000 525.00 REGULATED MATERIALS, DISPOSE, C | | | 0007 202-05549 300.000 GAL | 1.00000 300.00| 0.35000 105.00| 1.75000 525.00 REGULATED MATERIALS, REMOVE, C | | | 0008 202-05554 300.000 GAL | 1.00000 300.00| 0.35000 105.00| 1.75000 525.00 REGULATED MATERIALS, TRANSPORT, C | | | 0009 202-05571 1.000 EACH| 100.00000 100.00| 600.00000 600.00| 5000.00000 5000.00 TESTING FOR WASTES TESTING FOR WASTES | | | 0010 202-60820 3085.000 SYS | 2.20000 6787.00| 3.00000 9255.00| 5.00000 15425.00 SURFACE MILLING, ASPHALT | | | 0011 203-02000 4553.000 CYS | 11.00000 50083.00| 15.00000 68295.00| 17.00000 77401.00 EXCAVATION, COMMON | | | 0012 203-02045 1660.000 CYS | 8.00000 13280.00| 5.00000 8300.00| 7.00000 11620.00 EXCAVATION FOR SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1065659 |(3) 35-1315965 |API CONSTRUCTION |BROOKS CONSTRUCTION |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02224 1145.000 LFT | 2.30000 2633.50| 1.65000 1889.25| 2.30000 2633.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02231 228.000 LFT | 12.50000 2850.00| 15.00000 3420.00| 12.00000 2736.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 5.000 EACH| 100.00000 500.00| 50.00000 250.00| 62.00000 310.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 3.000 EACH| 100.00000 300.00| 65.00000 195.00| 62.00000 186.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 211-02050 87.000 CYS | 10.00000 870.00| 15.00000 1305.00| 22.00000 1914.00 B BORROW | | | 0018 211-02060 157.000 CYS | 10.00000 1570.00| 15.00000 2355.00| 22.00000 3454.00 B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-04075 63.000 TON | 12.00000 756.00| 20.00000 1260.00| 33.00000 2079.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0020 303-52308 1695.000 TON | 12.00000 20340.00| 12.00000 20340.00| 12.00000 20340.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 402-05468 2164.000 TON | 31.00000 67084.00| 26.00000 56264.00| 26.00000 56264.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 722.000 TON | 35.00000 25270.00| 35.00000 25270.00| 35.00000 25270.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 500.000 TON | 40.00000 20000.00| 35.00000 17500.00| 35.00000 17500.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 944.000 TON | 31.00000 29264.00| 35.00000 33040.00| 35.00000 33040.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05487 144.000 TON | 35.00000 5040.00| 38.00000 5472.00| 38.00000 5472.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0026 402-05490 66.000 TON | 40.00000 2640.00| 50.00000 3300.00| 50.00000 3300.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0027 402-05495 50.000 TON | 40.00000 2000.00| 35.00000 1750.00| 35.00000 1750.00 HMA WEDGE AND LEVEL | | | 0029 405-05518 1426.000 SYS | 0.25000 356.50| 0.50000 713.00| 0.50000 713.00 ASPHALT FOR PRIME COAT | | | 0030 406-05520 3.400 TON | 175.00000 595.00| 275.00000 935.00| 275.00000 935.00 ASPHALT FOR TACK COAT | | | 0031 601-01846 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1065659 |(3) 35-1315965 |API CONSTRUCTION |BROOKS CONSTRUCTION |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-06037 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 GUARDRAIL END TREATMENT, I | | | 0033 601-99105 397.500 LFT | 10.00000 3975.00| 10.00000 3975.00| 10.00000 3975.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-05527 158.000 TON | 57.00000 9006.00| 60.00000 9480.00| 60.00000 9480.00 HMA FOR APPROACHES | | | 0035 611-06497 3.000 EACH| 125.00000 375.00| 130.00000 390.00| 125.00000 375.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 1.000 EACH| 175.00000 175.00| 153.00000 153.00| 175.00000 175.00 MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06490 23.000 EACH| 115.00000 2645.00| 115.00000 2645.00| 115.00000 2645.00 RIGHT OF WAY MARKER | | | 0038 615-06500 5.000 EACH| 375.00000 1875.00| 375.00000 1875.00| 375.00000 1875.00 MONUMENT, A | | | 0039 615-06505 3.000 EACH| 395.00000 1185.00| 395.00000 1185.00| 395.00000 1185.00 MONUMENT, B | | | 0040 615-06510 1.000 EACH| 325.00000 325.00| 325.00000 325.00| 325.00000 325.00 MONUMENT, C | | | 0041 615-06530 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 POST, BENCHMARK | | | 0042 616-02320 61.000 SYS | 1.00000 61.00| 5.00000 305.00| 2.00000 122.00 GEOTEXTILES | | | 0043 616-06406 97.900 SYS | 17.00000 1664.30| 25.00000 2447.50| 40.00000 3916.00 RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 895.00000 1790.00| 850.00000 1700.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 0.420 TON | 525.00000 220.50| 498.00000 209.16| 650.00000 273.00 FERTILIZER | | | 0046 621-06548 3.500 LBS | 21.00000 73.50| 20.00000 70.00| 32.00000 112.00 SEED MIXTURE, CV | | | 0047 621-06553 177.000 LBS | 3.10000 548.70| 2.95000 522.15| 29.00000 5133.00 SEED MIXTURE, R | | | 0048 621-06565 2.100 TON | 545.00000 1144.50| 520.00000 1092.00| 980.00000 2058.00 MULCHING MATERIAL | | | 0049 621-06567 4.800 MG | 2.00000 9.60| 2.00000 9.60| 15.00000 72.00 WATER | | | 0050 621-06574 1192.000 SYS | 4.05000 4827.60| 3.85000 4589.20| 3.50000 4172.00 SODDING | | | 0051 715-05048 2390.000 LFT | 2.80000 6692.00| 5.00000 11950.00| 4.20000 10038.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1065659 |(3) 35-1315965 |API CONSTRUCTION |BROOKS CONSTRUCTION |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05149 89.000 LFT | 20.00000 1780.00| 25.00000 2225.00| 23.00000 2047.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0053 715-05151 92.000 LFT | 22.00000 2024.00| 27.00000 2484.00| 40.00000 3680.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0054 715-05152 75.000 LFT | 23.00000 1725.00| 30.00000 2250.00| 50.00000 3750.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0055 715-05169 114.000 LFT | 20.00000 2280.00| 27.00000 3078.00| 50.00000 5700.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0056 715-05596 20.000 LFT | 65.00000 1300.00| 100.00000 2000.00| 136.00000 2720.00 PIPE EXTENSION, CIRCULAR, 18 IN. , | | | FBC&L, CSP, 0.109 IN. | | | 0057 715-46000 1.000 EACH| 100.00000 100.00| 200.00000 200.00| 181.00000 181.00 PIPE END SECTION, 12 IN. | | | 0058 715-46005 2.000 EACH| 110.00000 220.00| 250.00000 500.00| 240.00000 480.00 PIPE END SECTION, 15 IN. | | | 0059 715-46010 2.000 EACH| 125.00000 250.00| 275.00000 550.00| 220.00000 440.00 PIPE END SECTION, 18 IN. | | | 0060 718-01044 367.000 LFT | 9.00000 3303.00| 10.00000 3670.00| 10.00000 3670.00 PIPE, UNDERDRAIN OUTLET, PVC, 6 IN. | | | 0061 718-04881 4.000 EACH| 150.00000 600.00| 250.00000 1000.00| 175.00000 700.00 OUTLET PROTECTOR, B | | | 0062 718-52610 279.000 CYS | 15.00000 4185.00| 22.00000 6138.00| 27.00000 7533.00 AGGREGATE FOR UNDERDRAINS | | | 0063 720-45030 2.000 EACH| 750.00000 1500.00| 1500.00000 3000.00| 1200.00000 2400.00 INLET, E7 | | | 0064 720-45270 1.000 EACH| 650.00000 650.00| 1300.00000 1300.00| 800.00000 800.00 PIPE CATCH BASIN, 18 IN. | | | 0065 730-02628 3.000 EACH| 250.00000 750.00| 500.00000 1500.00| 460.00000 1380.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0066 801-01093 5.000 EACH| 856.00000 4280.00| 815.00000 4075.00| 815.00000 4075.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0067 801-06640 32.000 EACH| 131.00000 4192.00| 125.00000 4000.00| 125.00000 4000.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 2.000 EACH| 115.00000 230.00| 110.50000 221.00| 110.50000 221.00 CONSTRUCTION SIGN, B | | | 0071 801-06710 120.000 DAY | 5.00000 600.00| 1.00000 120.00| 5.00000 600.00 FLASHING ARROW SIGN | | | 0073 802-02293 2.500 CYS | 500.00000 1250.00| 475.00000 1187.50| 475.00000 1187.50 CONCRETE, SIGN FOUNDATION | | | 0074 802-02489 260.600 LFT | 10.00000 2606.00| 9.50000 2475.70| 9.50000 2475.70 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1065659 |(3) 35-1315965 |API CONSTRUCTION |BROOKS CONSTRUCTION |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 802-02489 32.600 LFT | 11.00000 358.60| 10.60000 345.56| 10.00000 326.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 2 | | | 0076 802-76015 48.000 SFT | 21.00000 1008.00| 20.00000 960.00| 20.00000 960.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0077 802-76025 16.400 SFT | 15.00000 246.00| 14.00000 229.60| 14.00000 229.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0078 802-76035 127.300 SFT | 16.00000 2036.80| 15.00000 1909.50| 15.00000 1909.50 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0079 802-76095 794.000 LBS | 2.85000 2262.90| 2.70000 2143.80| 2.70000 2143.80 STRUCTURAL STEEL, BREAKAWAY | | | 0080 804-06771 20.000 EACH| 20.00000 400.00| 18.00000 360.00| 19.00000 380.00 DELINEATOR POST, FLEXIBLE | | | 0081 808-06703 364.000 LFT | 0.21000 76.44| 0.21000 76.44| 0.21000 76.44 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0082 808-06705 62.000 LFT | 0.41000 25.42| 0.41000 25.42| 0.41000 25.42 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0083 808-06713 3045.000 LFT | 0.10000 304.50| 0.10000 304.50| 0.10000 304.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0084 808-75215 24.000 LFT | 1.92000 46.08| 1.92000 46.08| 1.92000 46.08 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0085 808-75245 1582.000 LFT | 0.21000 332.22| 0.21000 332.22| 0.21000 332.22 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0086 808-75290 162.000 LFT | 2.00000 324.00| 2.00000 324.00| 2.00000 324.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0087 808-75297 12.000 LFT | 2.15000 25.80| 2.15000 25.80| 2.15000 25.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0088 808-75320 2.000 EACH| 27.75000 55.50| 27.75000 55.50| 27.75000 55.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0089 808-75325 2.000 EACH| 43.50000 87.00| 43.50000 87.00| 43.50000 87.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0090 808-75998 58.000 EACH| 27.15000 1574.70| 27.15000 1574.70| 27.15000 1574.70 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1065659 |(3) 35-1315965 |API CONSTRUCTION |BROOKS CONSTRUCTION |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-92027 1481.000 LFT | 0.41000 607.21| 0.41000 607.21| 0.41000 607.21 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0092 900-01925 6.000 MOS | 1500.00000 9000.00| 1000.00000 6000.00| 1250.00000 7500.00 FIELD OFFICE, 550 SQ FT | | | 0093 920-06775 LUMP| 24600.00000 24600.00| 18000.00000 18000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0094 930-06845 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 11500.00000 11500.00 CONSTRUCTION ENGINEERING | | | 0095 940-01001 LUMP| 20375.00000 20375.00| 23100.00000 23100.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0096 801-06207 29450.000 LFT | 0.80000 23560.00| 0.76000 22382.00| 0.76000 22382.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0097 808-06716 2000.000 LFT | 0.40000 800.00| 0.27000 540.00| 0.39000 780.00 LINE, REMOVE | | | SECTION TOTALS | $ 444,642.87| $ 466,962.39| $ 490,831.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 444,642.87| $ 466,962.39| $ 490,831.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 35-0997978 |(6) 34-4272670 |GEIGER DEVELOPING INC. |PHEND & BROWN, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 201-52370 LUMP| 25300.00000 25300.00| 15000.00000 15000.00| 22000.00000 22000.00 CLEARING RIGHT OF WAY | | | 0002 202-01347 1.000 EACH| 3938.75000 3938.75| 6335.00000 6335.00| 6500.00000 6500.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , UNDER 3,000 GALLON CAPACITY | | | 0003 202-01405 14.000 CYS | 250.00000 3500.00| 280.00000 3920.00| 150.00000 2100.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0004 202-02240 340.000 SYS | 4.35000 1479.00| 10.00000 3400.00| 9.00000 3060.00 PAVEMENT, REMOVE | | | 0005 202-02271 3.000 EACH| 250.00000 750.00| 500.00000 1500.00| 150.00000 450.00 HEADWALL, REMOVE | | | 0006 202-05544 300.000 GAL | 0.30000 90.00| 1.20000 360.00| 2.00000 600.00 REGULATED MATERIALS, DISPOSE, C | | | 0007 202-05549 300.000 GAL | 0.30000 90.00| 1.20000 360.00| 2.00000 600.00 REGULATED MATERIALS, REMOVE, C | | | 0008 202-05554 300.000 GAL | 1.25000 375.00| 1.20000 360.00| 2.00000 600.00 REGULATED MATERIALS, TRANSPORT, C | | | 0009 202-05571 1.000 EACH| 150.00000 150.00| 750.00000 750.00| 1800.00000 1800.00 TESTING FOR WASTES TESTING FOR WASTES | | | 0010 202-60820 3085.000 SYS | 2.50000 7712.50| 3.10000 9563.50| 3.25000 10026.25 SURFACE MILLING, ASPHALT | | | 0011 203-02000 4553.000 CYS | 9.86000 44892.58| 13.00000 59189.00| 12.75000 58050.75 EXCAVATION, COMMON | | | 0012 203-02045 1660.000 CYS | 8.50000 14110.00| 2.75000 4565.00| 7.50000 12450.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 205-02224 1145.000 LFT | 1.85000 2118.25| 1.65000 1889.25| 1.65000 1889.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02231 228.000 LFT | 7.75000 1767.00| 19.00000 4332.00| 10.00000 2280.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 5.000 EACH| 50.00000 250.00| 50.00000 250.00| 50.00000 250.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 3.000 EACH| 55.00000 165.00| 65.00000 195.00| 65.00000 195.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 211-02050 87.000 CYS | 23.52000 2046.24| 14.00000 1218.00| 9.60000 835.20 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 35-0997978 |(6) 34-4272670 |GEIGER DEVELOPING INC. |PHEND & BROWN, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 211-02060 157.000 CYS | 23.52000 3692.64| 11.00000 1727.00| 9.60000 1507.20 B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-04075 63.000 TON | 21.00000 1323.00| 35.00000 2205.00| 50.00000 3150.00 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0020 303-52308 1695.000 TON | 13.00000 22035.00| 14.00000 23730.00| 23.50000 39832.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 402-05468 2164.000 TON | 25.00000 54100.00| 38.00000 82232.00| 33.00000 71412.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 722.000 TON | 33.50000 24187.00| 42.00000 30324.00| 33.00000 23826.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 500.000 TON | 45.00000 22500.00| 42.80000 21400.00| 46.00000 23000.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 944.000 TON | 25.00000 23600.00| 39.00000 36816.00| 35.50000 33512.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05487 144.000 TON | 25.00000 3600.00| 39.50000 5688.00| 48.00000 6912.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0026 402-05490 66.000 TON | 61.00000 4026.00| 40.50000 2673.00| 46.00000 3036.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0027 402-05495 50.000 TON | 45.00000 2250.00| 43.50000 2175.00| 49.00000 2450.00 HMA WEDGE AND LEVEL | | | 0029 405-05518 1426.000 SYS | 2.00000 2852.00| 0.70000 998.20| 0.72000 1026.72 ASPHALT FOR PRIME COAT | | | 0030 406-05520 3.400 TON | 175.00000 595.00| 200.00000 680.00| 250.00000 850.00 ASPHALT FOR TACK COAT | | | 0031 601-01846 1.000 EACH| 1750.00000 1750.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-06037 1.000 EACH| 800.00000 800.00| 500.00000 500.00| 500.00000 500.00 GUARDRAIL END TREATMENT, I | | | 0033 601-99105 397.500 LFT | 12.75000 5068.13| 10.00000 3975.00| 10.00000 3975.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-05527 158.000 TON | 52.50000 8295.00| 64.00000 10112.00| 59.50000 9401.00 HMA FOR APPROACHES | | | 0035 611-06497 3.000 EACH| 200.00000 600.00| 125.00000 375.00| 125.00000 375.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 1.000 EACH| 230.00000 230.00| 175.00000 175.00| 175.00000 175.00 MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06490 23.000 EACH| 118.00000 2714.00| 115.00000 2645.00| 115.00000 2645.00 RIGHT OF WAY MARKER | | | 0038 615-06500 5.000 EACH| 485.00000 2425.00| 375.00000 1875.00| 375.00000 1875.00 MONUMENT, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 35-0997978 |(6) 34-4272670 |GEIGER DEVELOPING INC. |PHEND & BROWN, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 615-06505 3.000 EACH| 365.00000 1095.00| 395.00000 1185.00| 395.00000 1185.00 MONUMENT, B | | | 0040 615-06510 1.000 EACH| 400.00000 400.00| 325.00000 325.00| 325.00000 325.00 MONUMENT, C | | | 0041 615-06530 1.000 EACH| 99.17000 99.17| 525.00000 525.00| 475.00000 475.00 POST, BENCHMARK | | | 0042 616-02320 61.000 SYS | 1.88000 114.68| 2.40000 146.40| 5.00000 305.00 GEOTEXTILES | | | 0043 616-06406 97.900 SYS | 20.22000 1979.54| 18.75000 1835.63| 36.50000 3573.35 RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 0.420 TON | 498.00000 209.16| 498.00000 209.16| 498.00000 209.16 FERTILIZER | | | 0046 621-06548 3.500 LBS | 20.00000 70.00| 20.00000 70.00| 20.00000 70.00 SEED MIXTURE, CV | | | 0047 621-06553 177.000 LBS | 2.95000 522.15| 2.95000 522.15| 2.95000 522.15 SEED MIXTURE, R | | | 0048 621-06565 2.100 TON | 520.00000 1092.00| 520.00000 1092.00| 520.00000 1092.00 MULCHING MATERIAL | | | 0049 621-06567 4.800 MG | 2.00000 9.60| 2.00000 9.60| 2.00000 9.60 WATER | | | 0050 621-06574 1192.000 SYS | 3.85000 4589.20| 3.85000 4589.20| 3.85000 4589.20 SODDING | | | 0051 715-05048 2390.000 LFT | 4.38000 10468.20| 5.90000 14101.00| 3.75000 8962.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0052 715-05149 89.000 LFT | 21.62000 1924.18| 18.00000 1602.00| 32.00000 2848.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0053 715-05151 92.000 LFT | 25.52000 2347.84| 20.00000 1840.00| 33.00000 3036.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0054 715-05152 75.000 LFT | 54.37000 4077.75| 105.00000 7875.00| 44.00000 3300.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0055 715-05169 114.000 LFT | 25.52000 2909.28| 20.00000 2280.00| 25.00000 2850.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0056 715-05596 20.000 LFT | 87.11000 1742.20| 72.00000 1440.00| 104.00000 2080.00 PIPE EXTENSION, CIRCULAR, 18 IN. , | | | FBC&L, CSP, 0.109 IN. | | | 0057 715-46000 1.000 EACH| 190.81000 190.81| 135.00000 135.00| 200.00000 200.00 PIPE END SECTION, 12 IN. | | | 0058 715-46005 2.000 EACH| 190.81000 381.62| 225.00000 450.00| 225.00000 450.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 35-0997978 |(6) 34-4272670 |GEIGER DEVELOPING INC. |PHEND & BROWN, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-46010 2.000 EACH| 199.81000 399.62| 250.00000 500.00| 250.00000 500.00 PIPE END SECTION, 18 IN. | | | 0060 718-01044 367.000 LFT | 12.56000 4609.52| 10.00000 3670.00| 9.00000 3303.00 PIPE, UNDERDRAIN OUTLET, PVC, 6 IN. | | | 0061 718-04881 4.000 EACH| 265.00000 1060.00| 210.00000 840.00| 180.00000 720.00 OUTLET PROTECTOR, B | | | 0062 718-52610 279.000 CYS | 35.15000 9806.85| 15.00000 4185.00| 26.00000 7254.00 AGGREGATE FOR UNDERDRAINS | | | 0063 720-45030 2.000 EACH| 814.31000 1628.62| 925.00000 1850.00| 1575.00000 3150.00 INLET, E7 | | | 0064 720-45270 1.000 EACH| 707.44000 707.44| 780.00000 780.00| 1400.00000 1400.00 PIPE CATCH BASIN, 18 IN. | | | 0065 730-02628 3.000 EACH| 341.43000 1024.29| 375.00000 1125.00| 605.00000 1815.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0066 801-01093 5.000 EACH| 815.00000 4075.00| 815.00000 4075.00| 815.00000 4075.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0067 801-06640 32.000 EACH| 125.00000 4000.00| 125.00000 4000.00| 125.00000 4000.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 2.000 EACH| 110.50000 221.00| 110.50000 221.00| 110.50000 221.00 CONSTRUCTION SIGN, B | | | 0071 801-06710 120.000 DAY | 5.00000 600.00| 1.00000 120.00| 1.00000 120.00 FLASHING ARROW SIGN | | | 0073 802-02293 2.500 CYS | 475.00000 1187.50| 475.00000 1187.50| 475.00000 1187.50 CONCRETE, SIGN FOUNDATION | | | 0074 802-02489 260.600 LFT | 9.50000 2475.70| 9.50000 2475.70| 9.50000 2475.70 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 1 | | | 0075 802-02489 32.600 LFT | 10.60000 345.56| 10.60000 345.56| 10.60000 345.56 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 2 | | | 0076 802-76015 48.000 SFT | 20.00000 960.00| 20.00000 960.00| 20.00000 960.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0077 802-76025 16.400 SFT | 14.00000 229.60| 14.00000 229.60| 14.00000 229.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0078 802-76035 127.300 SFT | 15.00000 1909.50| 15.00000 1909.50| 15.00000 1909.50 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0079 802-76095 794.000 LBS | 2.70000 2143.80| 2.70000 2143.80| 2.70000 2143.80 STRUCTURAL STEEL, BREAKAWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 35-0997978 |(6) 34-4272670 |GEIGER DEVELOPING INC. |PHEND & BROWN, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 804-06771 20.000 EACH| 18.00000 360.00| 18.00000 360.00| 18.00000 360.00 DELINEATOR POST, FLEXIBLE | | | 0081 808-06703 364.000 LFT | 0.21000 76.44| 0.21000 76.44| 0.21000 76.44 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0082 808-06705 62.000 LFT | 0.41000 25.42| 0.41000 25.42| 0.41000 25.42 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0083 808-06713 3045.000 LFT | 0.10000 304.50| 0.10000 304.50| 0.10000 304.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0084 808-75215 24.000 LFT | 1.92000 46.08| 1.92000 46.08| 1.92000 46.08 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0085 808-75245 1582.000 LFT | 0.21000 332.22| 0.21000 332.22| 0.21000 332.22 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0086 808-75290 162.000 LFT | 2.00000 324.00| 2.00000 324.00| 2.00000 324.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0087 808-75297 12.000 LFT | 2.15000 25.80| 2.15000 25.80| 2.15000 25.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0088 808-75320 2.000 EACH| 27.75000 55.50| 27.75000 55.50| 27.75000 55.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0089 808-75325 2.000 EACH| 43.50000 87.00| 43.50000 87.00| 43.50000 87.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0090 808-75998 58.000 EACH| 27.15000 1574.70| 27.15000 1574.70| 27.15000 1574.70 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0091 808-92027 1481.000 LFT | 0.41000 607.21| 0.41000 607.21| 0.41000 607.21 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0092 900-01925 6.000 MOS | 1488.33000 8929.98| 1500.00000 9000.00| 1550.00000 9300.00 FIELD OFFICE, 550 SQ FT | | | 0093 920-06775 LUMP| 58083.68000 58083.68| 11655.00000 11655.00| 30500.00000 30500.00 MAINTAINING TRAFFIC | | | 0094 930-06845 LUMP| 8500.00000 8500.00| 11485.00000 11485.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0095 940-01001 LUMP| 21500.00000 21500.00| 25050.00000 25050.00| 36500.00000 36500.00 MOBILIZATION AND DEMOBILIZATION | | | 0096 801-06207 29450.000 LFT | 0.76000 22382.00| 0.76000 22382.00| 0.76000 22382.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 35-0997978 |(6) 34-4272670 |GEIGER DEVELOPING INC. |PHEND & BROWN, INC. |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 808-06716 2000.000 LFT | 0.39000 780.00| 0.27000 540.00| 0.27000 540.00 LINE, REMOVE | | | SECTION TOTALS | $ 492,678.00| $ 501,472.62| $ 541,279.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 492,678.00| $ 501,472.62| $ 541,279.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |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 201-52370 LUMP| 19000.00000 19000.00| | CLEARING RIGHT OF WAY | | | 0002 202-01347 1.000 EACH| 3850.00000 3850.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , UNDER 3,000 GALLON CAPACITY | | | 0003 202-01405 14.000 CYS | 88.00000 1232.00| | CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0004 202-02240 340.000 SYS | 22.00000 7480.00| | PAVEMENT, REMOVE | | | 0005 202-02271 3.000 EACH| 495.00000 1485.00| | HEADWALL, REMOVE | | | 0006 202-05544 300.000 GAL | 1.10000 330.00| | REGULATED MATERIALS, DISPOSE, C | | | 0007 202-05549 300.000 GAL | 1.10000 330.00| | REGULATED MATERIALS, REMOVE, C | | | 0008 202-05554 300.000 GAL | 1.10000 330.00| | REGULATED MATERIALS, TRANSPORT, C | | | 0009 202-05571 1.000 EACH| 275.00000 275.00| | TESTING FOR WASTES TESTING FOR WASTES | | | 0010 202-60820 3085.000 SYS | 4.07000 12555.95| | SURFACE MILLING, ASPHALT | | | 0011 203-02000 4553.000 CYS | 13.20000 60099.60| | EXCAVATION, COMMON | | | 0012 203-02045 1660.000 CYS | 8.80000 14608.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 205-02224 1145.000 LFT | 1.82000 2083.90| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02231 228.000 LFT | 6.60000 1504.80| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 5.000 EACH| 55.00000 275.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 3.000 EACH| 71.50000 214.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 211-02050 87.000 CYS | 19.80000 1722.60| | B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 211-02060 157.000 CYS | 20.90000 3281.30| | B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-04075 63.000 TON | 15.40000 970.20| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0020 303-52308 1695.000 TON | 15.40000 26103.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 402-05468 2164.000 TON | 49.50000 107118.00| | HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 722.000 TON | 55.00000 39710.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 500.000 TON | 62.70000 31350.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 944.000 TON | 55.00000 51920.00| | HMA BASE 25.0 mm, SHOULDER | | | 0025 402-05487 144.000 TON | 60.50000 8712.00| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0026 402-05490 66.000 TON | 71.50000 4719.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0027 402-05495 50.000 TON | 79.20000 3960.00| | HMA WEDGE AND LEVEL | | | 0029 405-05518 1426.000 SYS | 0.11000 156.86| | ASPHALT FOR PRIME COAT | | | 0030 406-05520 3.400 TON | 495.00000 1683.00| | ASPHALT FOR TACK COAT | | | 0031 601-01846 1.000 EACH| 1925.00000 1925.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-06037 1.000 EACH| 880.00000 880.00| | GUARDRAIL END TREATMENT, I | | | 0033 601-99105 397.500 LFT | 14.30000 5684.25| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-05527 158.000 TON | 77.00000 12166.00| | HMA FOR APPROACHES | | | 0035 611-06497 3.000 EACH| 220.00000 660.00| | MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 1.000 EACH| 253.00000 253.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06490 23.000 EACH| 129.80000 2985.40| | RIGHT OF WAY MARKER | | | 0038 615-06500 5.000 EACH| 533.50000 2667.50| | MONUMENT, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 615-06505 3.000 EACH| 401.50000 1204.50| | MONUMENT, B | | | 0040 615-06510 1.000 EACH| 440.00000 440.00| | MONUMENT, C | | | 0041 615-06530 1.000 EACH| 583.00000 583.00| | POST, BENCHMARK | | | 0042 616-02320 61.000 SYS | 3.30000 201.30| | GEOTEXTILES | | | 0043 616-06406 97.900 SYS | 33.00000 3230.70| | RIPRAP, REVETMENT | | | 0044 621-01004 2.000 EACH| 935.00000 1870.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 0.420 TON | 660.00000 277.20| | FERTILIZER | | | 0046 621-06548 3.500 LBS | 33.00000 115.50| | SEED MIXTURE, CV | | | 0047 621-06553 177.000 LBS | 3.85000 681.45| | SEED MIXTURE, R | | | 0048 621-06565 2.100 TON | 770.00000 1617.00| | MULCHING MATERIAL | | | 0049 621-06567 4.800 MG | 2.20000 10.56| | WATER | | | 0050 621-06574 1192.000 SYS | 4.95000 5900.40| | SODDING | | | 0051 715-05048 2390.000 LFT | 2.75000 6572.50| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0052 715-05149 89.000 LFT | 22.00000 1958.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0053 715-05151 92.000 LFT | 24.20000 2226.40| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0054 715-05152 75.000 LFT | 29.70000 2227.50| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0055 715-05169 114.000 LFT | 26.40000 3009.60| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0056 715-05596 20.000 LFT | 132.00000 2640.00| | PIPE EXTENSION, CIRCULAR, 18 IN. , | | | FBC&L, CSP, 0.109 IN. | | | 0057 715-46000 1.000 EACH| 198.00000 198.00| | PIPE END SECTION, 12 IN. | | | 0058 715-46005 2.000 EACH| 220.00000 440.00| | PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-46010 2.000 EACH| 242.00000 484.00| | PIPE END SECTION, 18 IN. | | | 0060 718-01044 367.000 LFT | 7.70000 2825.90| | PIPE, UNDERDRAIN OUTLET, PVC, 6 IN. | | | 0061 718-04881 4.000 EACH| 165.00000 660.00| | OUTLET PROTECTOR, B | | | 0062 718-52610 279.000 CYS | 27.50000 7672.50| | AGGREGATE FOR UNDERDRAINS | | | 0063 720-45030 2.000 EACH| 1210.00000 2420.00| | INLET, E7 | | | 0064 720-45270 1.000 EACH| 1100.00000 1100.00| | PIPE CATCH BASIN, 18 IN. | | | 0065 730-02628 3.000 EACH| 385.00000 1155.00| | SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0066 801-01093 5.000 EACH| 418.00000 2090.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0067 801-06640 32.000 EACH| 93.50000 2992.00| | CONSTRUCTION SIGN, A | | | 0070 801-06645 2.000 EACH| 77.00000 154.00| | CONSTRUCTION SIGN, B | | | 0071 801-06710 120.000 DAY | 16.50000 1980.00| | FLASHING ARROW SIGN | | | 0073 802-02293 2.500 CYS | 693.00000 1732.50| | CONCRETE, SIGN FOUNDATION | | | 0074 802-02489 260.600 LFT | 9.90000 2579.94| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 1 | | | 0075 802-02489 32.600 LFT | 8.80000 286.88| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 2 | | | 0076 802-76015 48.000 SFT | 29.70000 1425.60| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0077 802-76025 16.400 SFT | 27.50000 451.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0078 802-76035 127.300 SFT | 19.80000 2520.54| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0079 802-76095 794.000 LBS | 3.30000 2620.20| | STRUCTURAL STEEL, BREAKAWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 804-06771 20.000 EACH| 28.60000 572.00| | DELINEATOR POST, FLEXIBLE | | | 0081 808-06703 364.000 LFT | 0.44000 160.16| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0082 808-06705 62.000 LFT | 2.20000 136.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0083 808-06713 3045.000 LFT | 0.33000 1004.85| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0084 808-75215 24.000 LFT | 2.53000 60.72| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0085 808-75245 1582.000 LFT | 0.44000 696.08| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0086 808-75290 162.000 LFT | 3.96000 641.52| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0087 808-75297 12.000 LFT | 3.96000 47.52| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0088 808-75320 2.000 EACH| 61.60000 123.20| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0089 808-75325 2.000 EACH| 88.00000 176.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0090 808-75998 58.000 EACH| 45.10000 2615.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0091 808-92027 1481.000 LFT | 0.88000 1303.28| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0092 900-01925 6.000 MOS | 1430.00000 8580.00| | FIELD OFFICE, 550 SQ FT | | | 0093 920-06775 LUMP| 34500.00000 34500.00| | MAINTAINING TRAFFIC | | | 0094 930-06845 LUMP| 17100.00000 17100.00| | CONSTRUCTION ENGINEERING | | | 0095 940-01001 LUMP| 33000.00000 33000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0096 801-06207 29450.000 LFT | 0.99000 29155.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 210 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,721.44 ROUTE : US 33 CALL ORDER : 210 CONTRACT ID : R -24546-A COUNTIES : NOBLE LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1912582 | | |EDSAM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 808-06716 2000.000 LFT | 0.99000 1980.00| | LINE, REMOVE | | | SECTION TOTALS | $ 636,687.56| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 636,687.56| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 287,013.83 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -24553-A COUNTIES : PERRY LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3262009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1995838 NFH, INC. $ 286,356.65 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 294,877.86 102.9757% 3 35-0958970 LUTGRING BROTHERS, INC. $ 297,994.68 104.0641% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 308,974.20 107.8983% 5 35-1616373 OXLEY, SAM & COMPANY $ 319,544.54 111.5897% 6 35-1948310 K & I CONSTRUCTION $ 421,847.20 147.3153% ==================================================================================================================================== |(1) 35-1995838 |(2) 35-0626844 |(3) 35-0958970 |NFH, INC. |RUDOLPH, J.H. & CO |LUTGRING BROTHERS, 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 6.000 MOS | 1250.00000 7500.00| 750.00000 4500.00| 1350.00000 8100.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 6200.00000 6200.00| 9900.00000 9900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14450.00000 14450.00| 14500.00000 14500.00| 14900.00000 14900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5700.00000 5700.00| 5500.00000 5500.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 307.000 m | 9.00000 2763.00| 3.00000 921.00| 3.00000 921.00 GUARDRAIL, REMOVE | | | 0006 202-60820 1473.000 m2 | 4.45000 6554.85| 3.35000 4934.55| 4.35000 6407.55 SURFACE MILLING, ASPHALT | | | 0007 202-74045 4.000 EACH| 90.00000 360.00| 23.30000 93.20| 150.00000 600.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-96133 45.000 m | 62.00000 2790.00| 36.30000 1633.50| 30.00000 1350.00 PIPE, REMOVE | | | 0009 203-02000 632.000 m3 | 24.00000 15168.00| 21.00000 13272.00| 45.00000 28440.00 EXCAVATION, COMMON | | | 0010 203-02070 684.000 m3 | 15.10000 10328.40| 21.00000 14364.00| 13.50000 9234.00 BORROW | | | 0011 205-02224 360.000 m | 7.00000 2520.00| 9.25000 3330.00| 7.00000 2520.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 84.000 m | 13.30000 1117.20| 19.50000 1638.00| 40.00000 3360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 287,013.83 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -24553-A COUNTIES : PERRY LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-0626844 |(3) 35-0958970 |NFH, INC. |RUDOLPH, J.H. & CO |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02234 1.000 EACH| 95.00000 95.00| 194.00000 194.00| 75.00000 75.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 4.000 EACH| 90.00000 360.00| 125.00000 500.00| 75.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02060 17.000 m3 | 8.65000 147.05| 75.00000 1275.00| 75.00000 1275.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-60900 1958.000 Mg | 16.75000 32796.50| 15.00000 29370.00| 21.00000 41118.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0017 402-05468 491.000 Mg | 45.07000 22129.37| 41.50000 20376.50| 41.00000 20131.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 130.000 Mg | 50.57000 6574.10| 46.70000 6071.00| 46.00000 5980.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 396.000 Mg | 54.41000 21546.36| 51.00000 20196.00| 49.50000 19602.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 308.000 Mg | 45.07000 13881.56| 42.50000 13090.00| 41.00000 12628.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 402-05495 76.000 Mg | 71.45000 5430.20| 65.00000 4940.00| 65.00000 4940.00 HMA WEDGE AND LEVEL | | | 0022 404-05511 1710.000 m2 | 3.02000 5164.20| 2.75000 4702.50| 2.75000 4702.50 SEAL COAT, 2 | | | 0023 405-05517 4.000 Mg | 571.61000 2286.44| 545.00000 2180.00| 520.00000 2080.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 2.100 Mg | 687.03000 1442.76| 625.00000 1312.50| 625.00000 1312.50 ASPHALT FOR TACK COAT | | | 0025 601-06035 10.000 m | 110.00000 1100.00| 45.00000 450.00| 45.00000 450.00 GUARDRAIL, RESET | | | 0026 601-06037 1.000 EACH| 1000.00000 1000.00| 650.00000 650.00| 650.00000 650.00 GUARDRAIL END TREATMENT, I | | | 0027 610-05527 163.000 Mg | 108.83000 17739.29| 99.00000 16137.00| 99.00000 16137.00 HMA FOR APPROACHES | | | 0028 615-06505 4.000 EACH| 500.00000 2000.00| 395.00000 1580.00| 395.00000 1580.00 MONUMENT, B | | | 0029 615-06510 1.000 EACH| 475.00000 475.00| 395.00000 395.00| 395.00000 395.00 MONUMENT, C | | | 0030 616-02320 51.000 m2 | 2.35000 119.85| 7.45000 379.95| 3.50000 178.50 GEOTEXTILES | | | 0031 616-06451 28.000 Mg | 30.50000 854.00| 36.00000 1008.00| 50.00000 1400.00 RIPRAP, UNIFORM | | | 0032 621-01004 2.000 EACH| 700.00000 1400.00| 300.00000 600.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 287,013.83 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -24553-A COUNTIES : PERRY LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-0626844 |(3) 35-0958970 |NFH, INC. |RUDOLPH, J.H. & CO |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06548 2.000 kg | 51.00000 102.00| 60.00000 120.00| 60.00000 120.00 SEED MIXTURE, CV | | | 0034 621-06560 1720.000 m2 | 1.00000 1720.00| 1.00000 1720.00| 1.00000 1720.00 MULCHED SEEDING, U | | | 0035 621-06567 9.300 kL | 1.05000 9.77| 0.28000 2.60| 0.26000 2.42 WATER | | | 0036 621-06574 516.000 m2 | 4.13000 2131.08| 6.75000 3483.00| 4.30000 2218.80 SODDING | | | 0037 715-05048 207.000 m | 21.00000 4347.00| 19.60000 4057.20| 18.00000 3726.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0038 715-05053 22.000 m | 62.00000 1364.00| 87.00000 1914.00| 88.00000 1936.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0039 715-05151 64.000 m | 91.00000 5824.00| 130.00000 8320.00| 100.00000 6400.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-05172 24.000 m | 156.00000 3744.00| 175.00000 4200.00| 140.00000 3360.00 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0041 715-46005 1.000 EACH| 247.00000 247.00| 360.00000 360.00| 240.00000 240.00 PIPE END SECTION, 375 mm | | | 0042 715-46015 2.000 EACH| 270.00000 540.00| 400.00000 800.00| 300.00000 600.00 PIPE END SECTION, 525 mm | | | 0043 718-04881 1.000 EACH| 260.00000 260.00| 385.00000 385.00| 260.00000 260.00 OUTLET PROTECTOR, B | | | 0044 718-52610 44.000 m3 | 35.50000 1562.00| 22.00000 968.00| 35.00000 1540.00 AGGREGATE FOR UNDERDRAINS | | | 0045 718-99153 380.000 m2 | 1.30000 494.00| 2.00000 760.00| 2.00000 760.00 GEOTEXTILES FOR UNDERDRAIN | | | 0046 720-44000 1.000 EACH| 455.00000 455.00| 365.00000 365.00| 1000.00000 1000.00 CASTING, ADJUST TO GRADE | | | 0047 720-45030 2.000 EACH| 1900.00000 3800.00| 1100.00000 2200.00| 1100.00000 2200.00 INLET, E7 | | | 0048 801-04308 4.000 EACH| 630.00000 2520.00| 250.00000 1000.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06207 3505.000 m | 3.10000 10865.50| 4.00000 14020.00| 3.12000 10935.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06606 11.000 EACH| 99.00000 1089.00| 200.00000 2200.00| 200.00000 2200.00 BARRICADE, IIIB | | | 0051 801-06640 35.000 EACH| 75.00000 2625.00| 65.00000 2275.00| 65.00000 2275.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 9.000 EACH| 20.00000 180.00| 30.00000 270.00| 30.00000 270.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 287,013.83 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -24553-A COUNTIES : PERRY LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1995838 |(2) 35-0626844 |(3) 35-0958970 |NFH, INC. |RUDOLPH, J.H. & CO |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06775 LUMP| 17000.00000 17000.00| 39000.00000 39000.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0054 802-02489 32.400 m | 50.00000 1620.00| 32.70000 1059.48| 32.67000 1058.51 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0055 802-76025 3.250 m2 | 290.00000 942.50| 234.00000 760.50| 234.13000 760.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 808-06703 1100.000 m | 1.32000 1452.00| 1.25000 1375.00| 1.25000 1375.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0057 808-75245 496.000 m | 1.32000 654.72| 1.25000 620.00| 1.25000 620.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0058 808-75297 21.000 m | 10.25000 215.25| 12.80000 268.80| 12.80000 268.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0059 808-75320 9.000 EACH| 60.00000 540.00| 50.00000 450.00| 50.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75325 4.000 EACH| 80.00000 320.00| 60.00000 240.00| 60.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 808-75998 61.000 EACH| 41.00000 2501.00| 60.00000 3660.00| 60.00000 3660.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 808-92027 330.000 m | 2.65000 874.50| 2.45000 808.50| 2.45000 808.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0063 808-96016 42.000 m | 5.10000 214.20| 6.24000 262.08| 6.24000 262.08 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0064 808-06716 200.000 m | 1.75000 350.00| 3.30000 660.00| 2.30000 460.00 LINE, REMOVE | | | SECTION TOTALS | $ 286,356.65| $ 294,877.86| $ 297,994.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 286,356.65| $ 294,877.86| $ 297,994.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 287,013.83 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -24553-A COUNTIES : PERRY LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1616373 |(6) 35-1948310 |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY |K & I CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1850.00000 11100.00| 1828.50000 10971.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 26000.00000 26000.00| 15867.00000 15867.00| 9900.00000 9900.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 16581.50000 16581.50| 26500.00000 26500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7800.00000 7800.00| 5699.40000 5699.40| 5500.00000 5500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 307.000 m | 3.20000 982.40| 3.24000 994.68| 3.00000 921.00 GUARDRAIL, REMOVE | | | 0006 202-60820 1473.000 m2 | 2.20000 3240.60| 4.70000 6923.10| 6.00000 8838.00 SURFACE MILLING, ASPHALT | | | 0007 202-74045 4.000 EACH| 160.00000 640.00| 162.00000 648.00| 300.00000 1200.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-96133 45.000 m | 34.00000 1530.00| 108.30000 4873.50| 36.50000 1642.50 PIPE, REMOVE | | | 0009 203-02000 632.000 m3 | 14.70000 9290.40| 11.90000 7520.80| 94.50000 59724.00 EXCAVATION, COMMON | | | 0010 203-02070 684.000 m3 | 15.40000 10533.60| 21.30000 14569.20| 41.00000 28044.00 BORROW | | | 0011 205-02224 360.000 m | 7.00000 2520.00| 7.07000 2545.20| 8.00000 2880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 84.000 m | 13.40000 1125.60| 13.66000 1147.44| 15.00000 1260.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 1.000 EACH| 94.00000 94.00| 97.20000 97.20| 107.00000 107.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 4.000 EACH| 90.00000 360.00| 91.80000 367.20| 101.00000 404.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02060 17.000 m3 | 25.00000 425.00| 153.83000 2615.11| 17.50000 297.50 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-60900 1958.000 Mg | 20.30000 39747.40| 20.89000 40902.62| 35.00000 68530.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0017 402-05468 491.000 Mg | 43.40000 21309.40| 44.28000 21741.48| 54.35000 26685.85 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 130.000 Mg | 48.70000 6331.00| 49.68000 6458.40| 55.70000 7241.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 287,013.83 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -24553-A COUNTIES : PERRY LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1616373 |(6) 35-1948310 |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY |K & I CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 396.000 Mg | 52.50000 20790.00| 53.46000 21170.16| 72.10000 28551.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 308.000 Mg | 43.50000 13398.00| 44.28000 13638.24| 61.00000 18788.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 402-05495 76.000 Mg | 69.00000 5244.00| 70.20000 5335.20| 72.10000 5479.60 HMA WEDGE AND LEVEL | | | 0022 404-05511 1710.000 m2 | 3.00000 5130.00| 2.97000 5078.70| 2.50000 4275.00 SEAL COAT, 2 | | | 0023 405-05517 4.000 Mg | 560.00000 2240.00| 561.60000 2246.40| 500.00000 2000.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 2.100 Mg | 660.00000 1386.00| 675.00000 1417.50| 450.00000 945.00 ASPHALT FOR TACK COAT | | | 0025 601-06035 10.000 m | 48.00000 480.00| 48.60000 486.00| 53.00000 530.00 GUARDRAIL, RESET | | | 0026 601-06037 1.000 EACH| 680.00000 680.00| 702.00000 702.00| 775.00000 775.00 GUARDRAIL END TREATMENT, I | | | 0027 610-05527 163.000 Mg | 105.00000 17115.00| 106.92000 17427.96| 77.00000 12551.00 HMA FOR APPROACHES | | | 0028 615-06505 4.000 EACH| 420.00000 1680.00| 426.60000 1706.40| 470.00000 1880.00 MONUMENT, B | | | 0029 615-06510 1.000 EACH| 425.00000 425.00| 426.60000 426.60| 470.00000 470.00 MONUMENT, C | | | 0030 616-02320 51.000 m2 | 2.50000 127.50| 3.95000 201.45| 17.20000 877.20 GEOTEXTILES | | | 0031 616-06451 28.000 Mg | 29.00000 812.00| 31.34000 877.52| 29.35000 821.80 RIPRAP, UNIFORM | | | 0032 621-01004 2.000 EACH| 680.00000 1360.00| 712.80000 1425.60| 780.00000 1560.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06548 2.000 kg | 51.00000 102.00| 51.84000 103.68| 57.20000 114.40 SEED MIXTURE, CV | | | 0034 621-06560 1720.000 m2 | 0.90000 1548.00| 0.92000 1582.40| 1.00000 1720.00 MULCHED SEEDING, U | | | 0035 621-06567 9.300 kL | 1.00000 9.30| 1.08000 10.04| 1.00000 9.30 WATER | | | 0036 621-06574 516.000 m2 | 4.15000 2141.40| 4.21000 2172.36| 4.65000 2399.40 SODDING | | | 0037 715-05048 207.000 m | 21.00000 4347.00| 12.63000 2614.41| 47.50000 9832.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0038 715-05053 22.000 m | 24.00000 528.00| 26.66000 586.52| 51.00000 1122.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 287,013.83 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -24553-A COUNTIES : PERRY LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1616373 |(6) 35-1948310 |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY |K & I CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05151 64.000 m | 142.00000 9088.00| 100.60000 6438.40| 130.00000 8320.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-05172 24.000 m | 148.00000 3552.00| 143.33000 3439.92| 163.00000 3912.00 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0041 715-46005 1.000 EACH| 340.00000 340.00| 327.38000 327.38| 290.00000 290.00 PIPE END SECTION, 375 mm | | | 0042 715-46015 2.000 EACH| 420.00000 840.00| 484.79000 969.58| 400.00000 800.00 PIPE END SECTION, 525 mm | | | 0043 718-04881 1.000 EACH| 128.00000 128.00| 575.00000 575.00| 410.00000 410.00 OUTLET PROTECTOR, B | | | 0044 718-52610 44.000 m3 | 27.00000 1188.00| 111.08000 4887.52| 32.35000 1423.40 AGGREGATE FOR UNDERDRAINS | | | 0045 718-99153 380.000 m2 | 2.30000 874.00| 1.95000 741.00| 1.50000 570.00 GEOTEXTILES FOR UNDERDRAIN | | | 0046 720-44000 1.000 EACH| 820.00000 820.00| 601.45000 601.45| 470.00000 470.00 CASTING, ADJUST TO GRADE | | | 0047 720-45030 2.000 EACH| 1490.00000 2980.00| 1635.30000 3270.60| 1400.00000 2800.00 INLET, E7 | | | 0048 801-04308 4.000 EACH| 270.00000 1080.00| 270.00000 1080.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06207 3505.000 m | 3.30000 11566.50| 3.37000 11811.85| 3.75000 13143.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06606 11.000 EACH| 210.00000 2310.00| 216.00000 2376.00| 240.00000 2640.00 BARRICADE, IIIB | | | 0051 801-06640 35.000 EACH| 75.00000 2625.00| 70.20000 2457.00| 78.00000 2730.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 9.000 EACH| 40.00000 360.00| 32.40000 291.60| 35.75000 321.75 CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 23000.00000 23000.00| 29784.00000 29784.00| 17500.00000 17500.00 MAINTAINING TRAFFIC | | | 0054 802-02489 32.400 m | 35.00000 1134.00| 35.28000 1143.07| 40.00000 1296.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0055 802-76025 3.250 m2 | 250.00000 812.50| 252.86000 821.80| 280.00000 910.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 808-06703 1100.000 m | 1.35000 1485.00| 1.35000 1485.00| 1.50000 1650.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0057 808-75245 496.000 m | 1.35000 669.60| 1.35000 669.60| 1.50000 744.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 287,013.83 ROUTE : SR 66 CALL ORDER : 220 CONTRACT ID : R -24553-A COUNTIES : PERRY LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1616373 |(6) 35-1948310 |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY |K & I CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75297 21.000 m | 14.00000 294.00| 13.82000 290.22| 15.25000 320.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0059 808-75320 9.000 EACH| 53.00000 477.00| 54.00000 486.00| 59.50000 535.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75325 4.000 EACH| 64.00000 256.00| 64.80000 259.20| 71.50000 286.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 808-75998 61.000 EACH| 64.00000 3904.00| 64.80000 3952.80| 71.50000 4361.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 808-92027 330.000 m | 2.50000 825.00| 2.65000 874.50| 2.95000 973.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0063 808-96016 42.000 m | 6.50000 273.00| 6.74000 283.08| 7.45000 312.90 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0064 808-06716 200.000 m | 2.60000 520.00| 2.48000 496.00| 2.75000 550.00 LINE, REMOVE | | | SECTION TOTALS | $ 308,974.20| $ 319,544.54| $ 421,847.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 308,974.20| $ 319,544.54| $ 421,847.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654332 4654332 4654332 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9990053 BERNS/WEDDLE JOINT VENTURE $ 31,499,804.05 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 34,429,871.12 109.3018% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 35,849,105.03 113.8073% ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-01925 18.000 MOS | 2000.00000 36000.00| 1680.00000 30240.00| 1600.00000 28800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06657 36.000 MOS | 100.00000 3600.00| 62.00000 2232.00| 650.00000 23400.00 PHONE, CELLULAR | | | 0003 105-06845 LUMP| 300000.00000 300000.00| 350000.00000 350000.00| 450000.00000 450000.00 CONSTRUCTION ENGINEERING | | | 0004 108-01614 LUMP| 7000.00000 7000.00| 8100.00000 8100.00| 10500.00000 10500.00 PARTNERING OVERHEAD | | | 0005 108-06112 LUMP| 1000.00000 1000.00| 1400.00000 1400.00| 1400.00000 1400.00 SYSTEM DOCUMENTATION | | | 0006 110-01001 LUMP| 1572000.00000 1572000.00| 1230000.00000 1230000.00| 1700000.00000 1700000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP| 330000.00000 330000.00| 110000.00000 110000.00| 700000.00000 700000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 107033.200 m2 | 5.27000 564064.96| 9.00000 963298.80| 5.95000 636847.54 PAVEMENT, REMOVE | | | 0009 202-51328 LUMP| 84492.97000 84492.97| 111000.00000 111000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. #2 | | | 0010 202-51328 LUMP| 106420.74000 106420.74| 50000.00000 50000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 10 | | | 0011 202-51328 LUMP| 207482.82000 207482.82| 210000.00000 210000.00| 110000.00000 110000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51330 LUMP| 107310.63000 107310.63| 124500.00000 124500.00| 105000.00000 105000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0014 202-51330 LUMP| 147747.30000 147747.30| 125000.00000 125000.00| 110000.00000 110000.00 PRESENT STRUCTURE, REMOVE STR. #7 | | | 0015 202-60820 1222.000 m2 | 4.00000 4888.00| 5.60000 6843.20| 6.00000 7332.00 SURFACE MILLING, ASPHALT | | | 0016 202-60822 2170.000 m2 | 0.17000 368.90| 3.80000 8246.00| 4.25000 9222.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0017 202-74040 7.000 EACH| 305.19000 2136.33| 420.00000 2940.00| 405.00000 2835.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0018 202-74045 78.000 EACH| 31.31000 2442.18| 72.00000 5616.00| 68.35000 5331.30 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0019 202-74050 4.000 EACH| 347.12000 1388.48| 360.00000 1440.00| 345.00000 1380.00 SIGN, OVERHEAD, REMOVE | | | 0020 202-74055 1.000 EACH| 2689.16000 2689.16| 3300.00000 3300.00| 3135.00000 3135.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0021 202-93483 2.000 EACH| 182.49000 364.98| 720.00000 1440.00| 685.00000 1370.00 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0022 202-93763 6.000 EACH| 203.50000 1221.00| 570.00000 3420.00| 540.00000 3240.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0023 202-93974 6.000 EACH| 775.66000 4653.96| 1300.00000 7800.00| 1230.00000 7380.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0024 202-93974 2.000 EACH| 2749.89000 5499.78| 1400.00000 2800.00| 1360.00000 2720.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE AND RELOCATE | | | 0025 202-94954 29.480 m | 95.00000 2800.60| 150.00000 4422.00| 41.00000 1208.68 BARRIER WALL, CONCRETE, REMOVE | | | 0026 202-96070 2.000 EACH| 1969.63000 3939.26| 2600.00000 5200.00| 2450.00000 4900.00 HIGH MAST TOWER, REMOVE | | | 0027 203-02000 178993.000 m3 | 10.83000 1938494.19| 9.90000 1772030.70| 10.78000 1929544.54 EXCAVATION, COMMON | | | 0028 205-02224 2184.000 m | 6.00000 13104.00| 5.50000 12012.00| 16.07000 35096.88 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0029 205-02229 417.000 m | 8.50000 3544.50| 15.00000 6255.00| 7.70000 3210.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 205-02231 271.000 m | 39.40000 10677.40| 48.00000 13008.00| 48.00000 13008.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0031 205-02234 10.000 EACH| 55.00000 550.00| 52.50000 525.00| 50.00000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0032 205-02236 64.000 EACH| 10.00000 640.00| 52.50000 3360.00| 50.00000 3200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0033 205-02237 6.000 EACH| 60.00000 360.00| 52.50000 315.00| 50.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0034 206-51220 1179.300 m3 | 147.85000 174359.51| 250.00000 294825.00| 125.00000 147412.50 EXCAVATION, WET | | | 0035 206-51230 1176.700 m3 | 27.18000 31982.71| 118.00000 138850.60| 225.00000 264757.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0036 207-02045 6019.000 m3 | 5.20000 31298.80| 12.00000 72228.00| 4.00000 24076.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0037 211-02060 3532.200 m3 | 20.40000 72056.88| 31.00000 109498.20| 25.86000 91342.69 B BORROW FOR STRUCTURE BACKFILL | | | 0038 211-02060 29083.000 m3 | 26.70000 776516.10| 26.00000 756158.00| 35.00000 1017905.00 B BORROW FOR STRUCTURE BACKFILL For MSE | | | Wall Construction | | | 0039 211-06467 710.800 m3 | 53.53000 38049.12| 50.00000 35540.00| 50.00000 35540.00 AGGREGATE FOR END BENT BACKFILL | | | 0040 213-52830 148.000 m3 | 154.00000 22792.00| 140.00000 20720.00| 120.00000 17760.00 FLOWABLE MORTAR | | | 0041 215-06458 223.000 m3 | 7.85000 1750.55| 15.00000 3345.00| 5.00000 1115.00 SUBGRADE, MODIFIED | | | 0042 303-01981 123447.000 Mg | 9.36000 1155463.92| 6.10000 753026.70| 8.97000 1107319.59 COMPACTED AGGREGATE FOR BASE, 53, | | | RECYCLED | | | 0043 303-52308 1490.000 Mg | 32.02000 47709.80| 45.00000 67050.00| 17.39000 25911.10 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0044 303-97820 866.500 Mg | 29.50000 25561.75| 20.00000 17330.00| 19.40000 16810.10 AGGREGATE, 8 | | | 0045 304-06464 30353.000 m3 | 41.87000 1270880.11| 40.00000 1214120.00| 45.00000 1365885.00 SUBBASE FOR PCCP | | | 0046 305-05204 6.300 Mg | 92.00000 579.60| 210.00000 1323.00| 215.00000 1354.50 HMA FOR PATCHING | | | 0047 305-05206 393.000 Mg | 50.00000 19650.00| 60.00000 23580.00| 68.00000 26724.00 WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 305-05206 458.000 Mg | 44.00000 20152.00| 60.00000 27480.00| 82.40000 37739.20 WIDENING WITH HMA For Phase I Traffic | | | Control | | | 0049 402-05468 648.500 Mg | 35.00000 22697.50| 36.00000 23346.00| 50.50000 32749.25 HMA BASE 25.0 mm, MAINLINE | | | 0050 402-05473 250.000 Mg | 49.00000 12250.00| 39.00000 9750.00| 56.90000 14225.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0051 402-05477 366.000 Mg | 50.00000 18300.00| 50.00000 18300.00| 77.40000 28328.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0052 402-05481 2308.000 Mg | 42.00000 96936.00| 36.00000 83088.00| 49.18000 113507.44 HMA BASE 25.0 mm, SHOULDER | | | 0053 402-05487 151.500 Mg | 60.00000 9090.00| 45.00000 6817.50| 114.50000 17346.75 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0054 402-05490 69.000 Mg | 90.00000 6210.00| 58.00000 4002.00| 220.00000 15180.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0055 402-05495 825.000 Mg | 40.00000 33000.00| 55.00000 45375.00| 50.00000 41250.00 HMA WEDGE AND LEVEL | | | 0056 404-05511 4881.500 m2 | 4.00000 19526.00| 2.40000 11715.60| 4.05000 19770.08 SEAL COAT, 2 | | | 0057 406-05520 5.590 Mg | 170.00000 950.30| 175.00000 978.25| 210.00000 1173.90 ASPHALT FOR TACK COAT | | | 0058 501-06266 LUMP| 16000.00000 16000.00| 4000.00000 4000.00| 1000.00000 1000.00 PROFILOGRAPH, PCCP | | | 0059 501-06324 20168.000 m2 | 33.72000 680064.96| 39.00000 786552.00| 45.00000 907560.00 QC/QA PCCP, 325 mm | | | 0060 501-06325 173669.000 m2 | 33.70000 5852645.30| 33.00000 5731077.00| 38.00000 6599422.00 QC/QA PCCP, 350 mm | | | 0061 502-06331 19.150 m2 | 60.00000 1149.00| 190.00000 3638.50| 120.00000 2298.00 PCCP, 350 mm | | | 0062 503-03489 414.000 EACH| 10.40000 4305.60| 8.10000 3353.40| 15.00000 6210.00 RETROFITTED TIE BARS | | | 0063 503-05240 33505.000 m | 17.91000 600074.55| 14.30000 479121.50| 26.00000 871130.00 D-1 CONTRACTION JOINT | | | 0064 503-05310 324.500 m | 356.00000 115522.00| 350.00000 113575.00| 450.00000 146025.00 TERMINAL JOINT | | | 0065 601-01115 38.100 m | 74.00000 2819.40| 78.00000 2971.80| 74.00000 2819.40 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0066 601-01522 11.000 EACH| 1010.00000 11110.00| 1100.00000 12100.00| 1010.00000 11110.00 GUARDRAIL TRANSITION TYPE TGB | | | 0067 601-03130 1.000 EACH| 255.00000 255.00| 270.00000 270.00| 255.00000 255.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 601-04150 792.500 m | 66.00000 52305.00| 69.00000 54682.50| 66.00000 52305.00 GUARDRAIL, THRIE BEAM, 1.905 m SPACING | | | 0069 601-04746 9.000 EACH| 4300.00000 38700.00| 4500.00000 40500.00| 4300.00000 38700.00 ENERGY ABSORBING TERMINAL, CZ | | | 0070 601-04792 2.000 EACH| 1000.00000 2000.00| 1100.00000 2200.00| 1000.00000 2000.00 GUARDRAIL TRANSITION Type TGB, Modified | | | 0071 601-04793 3.810 m | 200.00000 762.00| 210.00000 800.10| 200.00000 762.00 GUARDRAIL Thrie Beam, 0.476 m Spacing | | | 0072 601-04793 7.620 m | 118.00000 899.16| 120.00000 914.40| 118.00000 899.16 GUARDRAIL Thrie Beam, 0.952 m Spacing | | | 0073 601-05999 8.000 EACH| 33.00000 264.00| 35.00000 280.00| 33.00000 264.00 CURVED TERMINAL END | | | 0074 601-06037 2.000 EACH| 524.00000 1048.00| 550.00000 1100.00| 525.00000 1050.00 GUARDRAIL END TREATMENT, I | | | 0075 601-06238 2.000 EACH| 27000.00000 54000.00| 28350.00000 56700.00| 27000.00000 54000.00 IMPACT ATTENUATOR, R1, W1, 110 km/h | | | 0076 601-06421 2.000 EACH| 11550.00000 23100.00| 12100.00000 24200.00| 11550.00000 23100.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, 110 km/h | | | 0077 601-06584 1.000 EACH| 46200.00000 46200.00| 48510.00000 48510.00| 46200.00000 46200.00 IMPACT ATTENUATOR, ELITE | | | 0079 601-94689 14.000 EACH| 2920.00000 40880.00| 3100.00000 43400.00| 2920.00000 40880.00 GUARDRAIL END TREATMENT, OS | | | 0080 601-97774 10.000 EACH| 1910.00000 19100.00| 2000.00000 20000.00| 1910.00000 19100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0081 601-99105 2157.620 m | 29.50000 63649.79| 31.00000 66886.22| 29.50000 63649.79 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0082 601-99106 60.960 m | 54.00000 3291.84| 57.00000 3474.72| 54.00000 3291.84 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0083 601-99123 4.000 EACH| 1925.00000 7700.00| 2000.00000 8000.00| 1925.00000 7700.00 GUARDRAIL TRANSITION, GP | | | 0084 602-01598 334.700 m | 194.59000 65129.27| 125.00000 41837.50| 195.00000 65266.50 BARRIER, MEDIAN, CONCRETE, 1170 mm | | | 0085 602-06032 93.700 m | 153.87000 14417.62| 170.00000 15929.00| 200.00000 18740.00 BARRIER, MEDIAN, CONCRETE | | | 0086 602-06639 1759.000 m | 103.31000 181722.29| 93.00000 163587.00| 95.00000 167105.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0087 602-06646 18408.000 m | 29.36000 540458.88| 52.00000 957216.00| 75.00000 1380600.00 TEMPORARY CONCRETE BARRIER | | | 0088 602-06729 947.000 EACH| 7.00000 6629.00| 6.80000 6439.60| 7.00000 6629.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 602-91266 3542.000 m | 121.75000 431238.50| 110.00000 389620.00| 135.00000 478170.00 MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0090 602-91266 160.000 m | 1433.53000 229364.80| 1900.00000 304000.00| 750.00000 120000.00 MEDIAN BARRIER, CONCRETE, MODIFIED Type | | | A | | | 0091 602-91266 39.600 m | 305.87000 12112.45| 365.00000 14454.00| 205.00000 8118.00 MEDIAN BARRIER, CONCRETE, MODIFIED Type | | | B | | | 0092 602-91266 171.200 m | 361.98000 61970.98| 475.00000 81320.00| 205.00000 35096.00 MEDIAN BARRIER, CONCRETE, MODIFIED Type | | | C | | | 0093 602-91266 136.500 m | 150.16000 20496.84| 142.00000 19383.00| 200.00000 27300.00 MEDIAN BARRIER, CONCRETE, MODIFIED Type | | | E | | | 0094 602-91266 127.000 m | 221.42000 28120.34| 180.00000 22860.00| 200.00000 25400.00 MEDIAN BARRIER, CONCRETE, MODIFIED Type | | | F | | | 0095 602-95580 1821.000 m | 78.83000 143549.43| 6.40000 11654.40| 100.00000 182100.00 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0096 603-03829 73.600 m | 180.00000 13248.00| 189.00000 13910.40| 180.00000 13248.00 FENCE , PEDESTRIAN | | | 0097 604-06070 34.800 m2 | 79.55000 2768.34| 245.00000 8526.00| 55.00000 1914.00 SIDEWALK, CONCRETE | | | 0098 604-91531 222.500 m2 | 26.25000 5840.63| 36.00000 8010.00| 45.00000 10012.50 SIDEWALK, CONCRETE, 100 mm | | | 0099 605-06090 396.000 m | 40.20000 15919.20| 52.00000 20592.00| 32.00000 12672.00 CURB, INTEGRAL, CONCRETE | | | 0100 605-06140 296.000 m | 70.60000 20897.60| 51.00000 15096.00| 45.00000 13320.00 CURB AND GUTTER, CONCRETE | | | 0101 605-06155 130.500 m | 82.00000 10701.00| 80.00000 10440.00| 40.00000 5220.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0102 607-06335 685.000 m | 65.09000 44586.65| 117.00000 80145.00| 100.00000 68500.00 PAVED SIDE DITCH, A | | | 0103 610-05527 279.000 Mg | 48.00000 13392.00| 55.00000 15345.00| 84.68000 23625.72 HMA FOR APPROACHES | | | 0104 610-06259 3318.040 m2 | 79.66000 264315.07| 75.00000 248853.00| 65.00000 215672.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0105 611-05330 59.300 m2 | 37.15000 2203.00| 65.00000 3854.50| 50.00000 2965.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 615-06505 1.000 EACH| 250.00000 250.00| 370.00000 370.00| 400.00000 400.00 MONUMENT, B | | | 0107 615-06510 6.000 EACH| 250.00000 1500.00| 380.00000 2280.00| 300.00000 1800.00 MONUMENT, C | | | 0108 615-06515 29.000 EACH| 100.00000 2900.00| 110.00000 3190.00| 150.00000 4350.00 MONUMENT, D | | | 0109 616-02305 126.000 m3 | 213.00000 26838.00| 100.00000 12600.00| 96.00000 12096.00 GABIONS | | | 0110 616-02320 26889.500 m2 | 1.20000 32267.40| 3.00000 80668.50| 2.00000 53779.00 GEOTEXTILES | | | 0111 616-03472 734.000 Mg | 33.47000 24566.98| 65.00000 47710.00| 25.25000 18533.50 RIPRAP, REVETMENT 450 mm | | | 0112 616-06405 14095.000 Mg | 25.50000 359422.50| 26.00000 366470.00| 25.25000 355898.75 RIPRAP, REVETMENT | | | 0113 616-06455 108.000 m2 | 70.31000 7593.48| 100.00000 10800.00| 50.00000 5400.00 SLOPEWALL | | | 0114 616-51367 970.500 m2 | 48.86000 47418.63| 75.00000 72787.50| 50.00000 48525.00 SLOPEWALL, CONCRETE, 100 mm | | | 0115 617-95589 126.400 m | 90.65000 11458.16| 110.00000 13904.00| 95.00000 12008.00 EXPANSION JOINT, SS, SEAL | | | 0116 617-95590 33.200 m | 265.58000 8817.26| 375.00000 12450.00| 340.00000 11288.00 EXPANSION JOINT, SS, EXTRUSION | | | 0117 621-01004 2.000 EACH| 700.00000 1400.00| 735.00000 1470.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0118 621-06545 5.710 Mg | 551.50000 3149.07| 580.00000 3311.80| 551.50000 3149.07 FERTILIZER | | | 0119 621-06548 34.460 kg | 40.00000 1378.40| 42.00000 1447.32| 40.00000 1378.40 SEED MIXTURE, CV | | | 0120 621-06554 1046.100 kg | 8.16000 8536.18| 8.60000 8996.46| 8.16000 8536.18 SEED MIXTURE, U | | | 0121 621-06565 28.530 Mg | 529.00000 15092.37| 560.00000 15976.80| 529.00000 15092.37 MULCHING MATERIAL | | | 0122 621-06567 250.000 kL | 0.60000 150.00| 0.60000 150.00| 0.60000 150.00 WATER | | | 0123 621-06575 2915.000 m2 | 5.15000 15012.25| 3.30000 9619.50| 3.15000 9182.25 SODDING, NURSERY | | | 0124 701-51195 610.000 m | 103.38000 63061.80| 91.50000 55815.00| 120.00000 73200.00 PILE, STEEL H, HP 310 X 79 | | | 0125 701-98647 5827.000 m | 72.38000 421758.26| 60.00000 349620.00| 100.00000 582700.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 702-51005 1441.300 m3 | 524.55000 756033.92| 822.00000 1184748.60| 550.00000 792715.00 CONCRETE, A, SUBSTRUCTURE | | | 0127 702-51015 781.500 m3 | 451.44000 352800.36| 310.00000 242265.00| 400.00000 312600.00 CONCRETE, B, FOOTINGS | | | 0128 702-51110 4383.000 kg | 4.72000 20687.76| 4.00000 17532.00| 6.75000 29585.25 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0129 702-51863 599.000 EACH| 11.14000 6672.86| 12.00000 7188.00| 15.00000 8985.00 FIELD DRILLED HOLE IN CONCRETE | | | 0130 702-90915 972.500 m3 | 339.77000 330426.33| 525.00000 510562.50| 450.00000 437625.00 CONCRETE, A Median Barrier Transitions | | | 0131 703-51030 230594.340 kg | 1.17000 269795.38| 1.30000 299772.64| 1.10000 253653.77 REINFORCING STEEL | | | 0132 703-51032 471703.000 kg | 1.26000 594345.78| 1.55000 731139.65| 1.20000 566043.60 REINFORCING STEEL, EPOXY COATED | | | 0133 703-90512 72.000 EACH| 10.57000 761.04| 8.00000 576.00| 10.00000 720.00 THREADED BAR SPLICE | | | 0134 703-97703 740.000 EACH| 11.65000 8621.00| 11.00000 8140.00| 12.00000 8880.00 THREADED BAR SPLICE, EPOXY COATED | | | 0135 704-51002 2028.000 m3 | 415.82000 843282.96| 680.00000 1379040.00| 525.00000 1064700.00 CONCRETE, C, SUPERSTRUCTURE | | | 0136 706-05732 8.000 EACH| 1563.44000 12507.52| 1575.00000 12600.00| 1600.00000 12800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0137 706-05734 8.000 EACH| 1753.89000 14031.12| 2250.00000 18000.00| 1600.00000 12800.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0138 706-51020 309.800 m3 | 389.70000 120729.06| 620.00000 192076.00| 550.00000 170390.00 CONCRETE, C, RAILING | | | 0139 707-05985 850.900 m | 340.77000 289961.19| 365.00000 310578.50| 443.00000 376948.70 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0140 707-05994 367.500 m | 458.25000 168406.88| 547.00000 201022.50| 600.00000 220500.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1524 mm | | | 0141 709-51821 LUMP| 11458.70000 11458.70| 15900.00000 15900.00| 11800.00000 11800.00 SURFACE SEAL , STR. #2 | | | 0142 709-51821 LUMP| 12500.40000 12500.40| 11000.00000 11000.00| 10980.00000 10980.00 SURFACE SEAL , STR. NO. 10 | | | 0143 709-51821 LUMP| 6875.22000 6875.22| 6300.00000 6300.00| 6290.00000 6290.00 SURFACE SEAL , STR. NO. 3 | | | 0144 709-51821 LUMP| 19792.30000 19792.30| 18900.00000 18900.00| 18890.00000 18890.00 SURFACE SEAL , STR. NO. 9 | | | 0145 709-51821 LUMP| 17708.90000 17708.90| 26200.00000 26200.00| 20370.00000 20370.00 SURFACE SEAL STR. #1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 709-51821 LUMP| 8125.26000 8125.26| 7900.00000 7900.00| 7850.00000 7850.00 SURFACE SEAL STR. #7 | | | 0147 709-51821 LUMP| 3437.61000 3437.61| 2450.00000 2450.00| 2450.00000 2450.00 SURFACE SEAL STR. #8 | | | 0148 711-51038 LUMP| 254752.02000 254752.02| 251000.00000 251000.00| 260000.00000 260000.00 STRUCTURAL STEEL , STR. #2 | | | 0149 711-51038 LUMP| 254607.58000 254607.58| 285000.00000 285000.00| 225000.00000 225000.00 STRUCTURAL STEEL , STR. NO. 10 | | | 0150 711-51038 LUMP| 793057.24000 793057.24| 850000.00000 850000.00| 800000.00000 800000.00 STRUCTURAL STEEL STR. #1 | | | 0151 711-51038 LUMP| 721504.87000 721504.87| 683000.00000 683000.00| 685000.00000 685000.00 STRUCTURAL STEEL STR. #7 | | | 0152 711-51038 LUMP| 139242.61000 139242.61| 165000.00000 165000.00| 140000.00000 140000.00 STRUCTURAL STEEL STR. #8 | | | 0153 711-51075 64.000 EACH| 42.07000 2692.48| 90.00000 5760.00| 100.00000 6400.00 ANCHOR PLATE, AP2 | | | 0154 711-51080 90.000 EACH| 44.23000 3980.70| 60.00000 5400.00| 125.00000 11250.00 ANCHOR PLATE, AP3 | | | 0155 711-51864 100.000 EACH| 12.50000 1250.00| 11.00000 1100.00| 12.00000 1200.00 DRILLED HOLE IN STEEL (FIELD) | | | 0156 715-04799 2.000 EACH| 3760.00000 7520.00| 3600.00000 7200.00| 3300.00000 6600.00 SAFETY METAL END SECTION, 4:1, 1500 mm | | | X 950 mm (MIN. AREA 1.2 m2) | | | 0157 715-05048 11268.000 m | 8.45000 95214.60| 4.70000 52959.60| 4.50000 50706.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0158 715-05049 4139.000 m | 10.25000 42424.75| 8.90000 36837.10| 8.50000 35181.50 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0159 715-05053 566.000 m | 25.60000 14489.60| 26.00000 14716.00| 25.00000 14150.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0160 715-05121 31.500 m | 68.70000 2164.05| 84.00000 2646.00| 78.00000 2457.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0161 715-05149 178.500 m | 49.50000 8835.75| 144.00000 25704.00| 64.00000 11424.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0162 715-05151 300.500 m | 57.70000 17338.85| 82.00000 24641.00| 74.00000 22237.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0163 715-05152 429.000 m | 89.20000 38266.80| 84.00000 36036.00| 75.00000 32175.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0164 715-05154 445.000 m | 96.40000 42898.00| 110.00000 48950.00| 104.00000 46280.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0165 715-05156 75.500 m | 65.70000 4960.35| 140.00000 10570.00| 130.00000 9815.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 715-05159 271.000 m | 171.25000 46408.75| 200.00000 54200.00| 198.00000 53658.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0168 715-05217 190.500 m | 74.00000 14097.00| 144.00000 27432.00| 64.00000 12192.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0169 715-05218 47.000 m | 123.65000 5811.55| 82.00000 3854.00| 75.00000 3525.00 PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0170 715-05219 137.000 m | 107.00000 14659.00| 84.00000 11508.00| 75.00000 10275.00 PIPE, TYPE 5, CIRCULAR, 450 mm | | | 0171 715-05344 22.500 m | 328.00000 7380.00| 240.00000 5400.00| 240.00000 5400.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0172 715-05407 589.200 m | 32.09000 18907.43| 20.00000 11784.00| 36.58000 21552.94 PIPE, END BENT DRAIN, 150 mm | | | 0173 715-05422 353.500 m | 170.20000 60165.70| 210.00000 74235.00| 204.00000 72114.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0174 715-05423 195.500 m | 194.20000 37966.10| 270.00000 52785.00| 237.00000 46333.50 PIPE, SLOTTED DRAIN, 375 mm | | | 0175 715-05424 49.000 m | 194.20000 9515.80| 310.00000 15190.00| 273.00000 13377.00 PIPE, SLOTTED DRAIN, 450 mm | | | 0176 715-05595 2.000 m | 300.00000 600.00| 350.00000 700.00| 307.00000 614.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0177 715-05756 5.000 m | 200.00000 1000.00| 280.00000 1400.00| 184.00000 920.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0178 715-05842 2.000 EACH| 1000.00000 2000.00| 2500.00000 5000.00| 2140.00000 4280.00 CONCRETE ANCHOR, 1050 mm | | | 0179 715-06502 18.000 m | 396.36000 7134.48| 160.00000 2880.00| 85.00000 1530.00 PIPE, FBBC, 300 mm | | | 0180 715-44240 3.000 m3 | 650.00000 1950.00| 1200.00000 3600.00| 710.00000 2130.00 CONCRETE, A, STRUCTURES | | | 0181 715-46000 7.000 EACH| 225.00000 1575.00| 270.00000 1890.00| 210.00000 1470.00 PIPE END SECTION, 300 mm | | | 0182 715-46005 7.000 EACH| 275.00000 1925.00| 290.00000 2030.00| 235.00000 1645.00 PIPE END SECTION, 375 mm | | | 0183 715-46010 16.000 EACH| 345.00000 5520.00| 380.00000 6080.00| 260.00000 4160.00 PIPE END SECTION, 450 mm | | | 0184 715-46020 2.000 EACH| 470.00000 940.00| 730.00000 1460.00| 390.00000 780.00 PIPE END SECTION, 600 mm | | | 0185 715-91361 44.400 m | 57.81000 2566.76| 120.00000 5328.00| 69.22000 3073.37 PIPE, PVC, 150 mm | | | 0186 716-92460 57.000 m | 1389.00000 79173.00| 1400.00000 79800.00| 1400.09000 79805.13 PIPE, JACKED, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 716-93857 114.500 m | 1536.00000 175872.00| 1600.00000 183200.00| 1550.04000 177479.58 PIPE, JACKED, 600 mm | | | 0188 718-06528 37.000 EACH| 685.00000 25345.00| 630.00000 23310.00| 600.00000 22200.00 OUTLET PROTECTOR, 1 | | | 0189 718-06529 2.000 EACH| 685.00000 1370.00| 580.00000 1160.00| 550.00000 1100.00 OUTLET PROTECTOR, 2 | | | 0190 718-06531 22.000 EACH| 685.00000 15070.00| 530.00000 11660.00| 500.00000 11000.00 OUTLET PROTECTOR, 3 | | | 0191 718-06532 2000.000 m | 2.35000 4700.00| 5.30000 10600.00| 5.00000 10000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0192 718-52610 3634.000 m3 | 30.50000 110837.00| 39.00000 141726.00| 37.00000 134458.00 AGGREGATE FOR UNDERDRAINS | | | 0193 720-04682 1.000 EACH| 350.00000 350.00| 1200.00000 1200.00| 650.00000 650.00 INLET Reset | | | 0194 720-06607 3.000 EACH| 1200.00000 3600.00| 700.00000 2100.00| 540.00000 1620.00 SLOTTED DRAIN CLEANOUT Type II | | | 0195 720-44000 24.000 EACH| 350.00000 8400.00| 400.00000 9600.00| 262.00000 6288.00 CASTING, ADJUST TO GRADE | | | 0196 720-44296 6.000 EACH| 250.00000 1500.00| 600.00000 3600.00| 300.00000 1800.00 CAP INLET | | | 0197 720-45030 3.000 EACH| 850.00000 2550.00| 1200.00000 3600.00| 915.00000 2745.00 INLET, E7 | | | 0199 720-45041 16.000 EACH| 3000.00000 48000.00| 2800.00000 44800.00| 2590.00000 41440.00 INLET, H5 | | | 0200 720-45045 3.000 EACH| 1125.00000 3375.00| 1400.00000 4200.00| 1130.00000 3390.00 INLET, J10 | | | 0201 720-45055 3.000 EACH| 1195.00000 3585.00| 1400.00000 4200.00| 1130.00000 3390.00 INLET, M10 | | | 0202 720-45065 1.000 EACH| 2500.00000 2500.00| 2900.00000 2900.00| 1925.00000 1925.00 INLET, N12 | | | 0203 720-45095 2.000 EACH| 2131.89000 4263.78| 1200.00000 2400.00| 2000.00000 4000.00 INLET, WA | | | 0204 720-45141 8.000 EACH| 3250.00000 26000.00| 3200.00000 25600.00| 2590.00000 20720.00 INLET, H5, MODIFIED | | | 0205 720-45180 3.000 EACH| 1650.00000 4950.00| 1800.00000 5400.00| 1625.00000 4875.00 INLET, S14, MODIFIED | | | 0206 720-45410 8.000 EACH| 1575.00000 12600.00| 1800.00000 14400.00| 1515.00000 12120.00 MANHOLE, C4 | | | 0207 720-45415 1.000 EACH| 3000.00000 3000.00| 7000.00000 7000.00| 6205.00000 6205.00 MANHOLE, D4 | | | 0208 720-45416 1.000 EACH| 11500.00000 11500.00| 10000.00000 10000.00| 8200.00000 8200.00 MANHOLE, E4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0209 720-90984 1.000 EACH| 3500.00000 3500.00| 9400.00000 9400.00| 1690.00000 1690.00 MANHOLE, C2 | | | 0210 720-93501 1.000 EACH| 15000.00000 15000.00| 13900.00000 13900.00| 8200.00000 8200.00 MANHOLE, L4 | | | 0211 720-94612 1.000 EACH| 10100.00000 10100.00| 11000.00000 11000.00| 3660.00000 3660.00 MANHOLE, K4 | | | 0212 720-94847 2.000 EACH| 1525.00000 3050.00| 1700.00000 3400.00| 1680.00000 3360.00 INLET, R13, MODIFIED | | | 0213 721-43040 1.000 EACH| 7500.00000 7500.00| 7300.00000 7300.00| 3735.00000 3735.00 AUTOMATIC DRAINAGE GATE, 1050 mm | | | 0214 722-51842 2657.000 m2 | 38.28000 101709.96| 39.25000 104287.25| 55.00000 146135.00 BRIDGE DECK OVERLAY | | | 0215 722-51846 2.000 m3 | 395.00000 790.00| 395.00000 790.00| 395.00000 790.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0216 722-51852 2.000 m2 | 703.75000 1407.50| 425.00000 850.00| 300.00000 600.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0218 724-03276 231.600 m | 120.77000 27970.33| 341.11000 79001.08| 225.00000 52110.00 EXPANSION JOINT SEALING SYSTEM | | | 0219 724-51925 73.600 m | 282.94000 20824.38| 370.00000 27232.00| 450.00000 33120.00 STRUCTURAL EXPANSION JOINT, SS | | | 0220 726-03784 6.000 EACH| 3072.76000 18436.56| 3400.00000 20400.00| 3500.00000 21000.00 BEARING ASSEMBLY, POT, PB1 | | | 0221 726-58789 12.000 EACH| 547.53000 6570.36| 480.00000 5760.00| 800.00000 9600.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0222 726-93524 12.000 EACH| 660.93000 7931.16| 530.00000 6360.00| 700.00000 8400.00 BEARING ASSEMBLY, I | | | 0223 731-93945 6891.100 m2 | 110.65000 762500.22| 118.00000 813149.80| 110.00000 758021.00 FACE PANELS, CONCRETE | | | 0224 731-93946 6891.100 m2 | 71.36000 491748.90| 60.00000 413466.00| 140.00000 964754.00 WALL ERECTION | | | 0225 731-93947 1273.580 m | 141.57000 180300.72| 1165.00000 1483720.70| 55.00000 70046.90 LEVELING PAD, CONCRETE | | | 0226 801-03290 11.000 EACH| 150.00000 1650.00| 210.00000 2310.00| 200.00000 2200.00 CONSTRUCTION SIGN, C | | | 0227 801-04308 18.000 EACH| 250.00000 4500.00| 290.00000 5220.00| 279.00000 5022.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0228 801-06196 11.000 EACH| 175.00000 1925.00| 210.00000 2310.00| 200.00000 2200.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0229 801-06198 200.000 DAY | 300.00000 60000.00| 920.00000 184000.00| 350.00000 70000.00 PATROLLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 801-06201 459.390 m2 | 173.09000 79515.82| 180.00000 82690.20| 175.87000 80792.92 TEMPORARY PANEL SIGNS | | | 0231 801-06202 805.000 m | 42.91000 34542.55| 47.00000 37835.00| 44.99000 36216.95 TEMPORARY PANEL SIGN SUPPORTS | | | 0232 801-06203 22965.000 m | 0.30000 6889.50| 0.30000 6889.50| 0.25000 5741.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0233 801-06207 61797.000 m | 1.90000 117414.30| 3.00000 185391.00| 2.85000 176121.45 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0234 801-06469 2597.000 m | 5.85000 15192.45| 5.10000 13244.70| 4.85000 12595.45 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0235 801-06605 30.000 EACH| 80.00000 2400.00| 160.00000 4800.00| 150.00000 4500.00 BARRICADE, IIIA | | | 0236 801-06606 29.000 EACH| 90.00000 2610.00| 160.00000 4640.00| 150.00000 4350.00 BARRICADE, IIIB | | | 0237 801-06614 2.000 EACH| 52000.00000 104000.00| 69300.00000 138600.00| 110000.00000 220000.00 DYNAMIC LANE MERGE SYSTEM | | | 0238 801-06615 2.000 EACH| 1525.00000 3050.00| 525.00000 1050.00| 2000.00000 4000.00 DYNAMIC LANE MERGE SYSTEM, RELOCATE | | | 0239 801-06625 37.000 EACH| 135.00000 4995.00| 158.00000 5846.00| 150.00000 5550.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0240 801-06640 162.000 EACH| 70.00000 11340.00| 79.00000 12798.00| 75.00000 12150.00 CONSTRUCTION SIGN, A | | | 0241 801-06645 21.000 EACH| 35.00000 735.00| 46.00000 966.00| 44.00000 924.00 CONSTRUCTION SIGN, B | | | 0242 801-06710 250.000 DAY | 30.00000 7500.00| 15.00000 3750.00| 14.00000 3500.00 FLASHING ARROW SIGN | | | 0243 801-06775 LUMP| 520000.00000 520000.00| 420000.00000 420000.00| 400000.00000 400000.00 MAINTAINING TRAFFIC | | | 0244 801-09133 1.000 EACH| 10000.00000 10000.00| 12600.00000 12600.00| 12000.00000 12000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0245 802-02293 106.690 m3 | 808.35000 86242.86| 580.00000 61880.20| 559.80000 59725.06 CONCRETE, SIGN FOUNDATION | | | 0246 802-04893 3.000 EACH| 63.60000 190.80| 230.00000 690.00| 220.00000 660.00 REFERENCE POST | | | 0247 802-05701 94.150 m | 35.99000 3388.46| 36.00000 3389.40| 35.00000 3295.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0248 802-05702 160.700 m | 27.69000 4449.78| 25.00000 4017.50| 23.50000 3776.45 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0249 802-06402 1.000 EACH| 100502.51000 100502.51| 113000.00000 113000.00| 110000.00000 110000.00 DYNAMIC MESSAGE SIGN | | | 0250 802-76015 90.110 m2 | 152.21000 13715.64| 160.00000 14417.60| 155.00000 13967.05 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0251 802-76025 15.400 m2 | 123.47000 1901.44| 170.00000 2618.00| 160.00000 2464.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0252 802-76035 64.920 m2 | 126.16000 8190.31| 110.00000 7141.20| 105.00000 6816.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0253 802-76055 3.440 m | 20.44000 70.31| 41.00000 141.04| 40.00000 137.60 SIGN POST, A | | | 0254 802-76095 1354.100 kg | 3.46000 4685.19| 4.90000 6635.09| 5.75000 7786.08 STRUCTURAL STEEL, BREAKAWAY | | | 0255 803-02310 4580.000 kg | 1.01000 4625.80| 1.80000 8244.00| 1.75000 8015.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0256 803-76110 2.000 EACH| 26893.53000 53787.06| 28000.00000 56000.00| 26550.00000 53100.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0257 803-76140 5.000 EACH| 12136.81000 60684.05| 14000.00000 70000.00| 13100.00000 65500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0258 803-76150 1.000 EACH| 10054.25000 10054.25| 12000.00000 12000.00| 11275.00000 11275.00 OVERHEAD SIGN STRUCTURE, TWINCANTILEVER,| | | DOUBLE ARM | | | 0259 803-76170 13.000 m | 437.34000 5685.42| 420.00000 5460.00| 400.00000 5200.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0260 803-76175 16.500 m | 449.48000 7416.42| 420.00000 6930.00| 400.00000 6600.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0261 803-93388 31.000 EACH| 101.32000 3140.92| 230.00000 7130.00| 225.00000 6975.00 BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0262 803-94674 2.000 EACH| 383.02000 766.04| 1200.00000 2400.00| 1100.00000 2200.00 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0263 804-06771 155.000 EACH| 28.00000 4340.00| 29.00000 4495.00| 28.00000 4340.00 DELINEATOR POST, FLEXIBLE | | | 0264 805-01652 400.000 m | 4.53000 1812.00| 2.60000 1040.00| 2.47000 988.00 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 805-02981 8.000 EACH| 152.40000 1219.20| 390.00000 3120.00| 375.00000 3000.00 ANCHOR BOLTS, FOR SIGNAL STRUCTURES | | | 0266 805-06136 1.000 EACH| 4000.00000 4000.00| 4800.00000 4800.00| 4575.00000 4575.00 LOCAL DMS AFP | | | 0267 805-06592 381.600 m | 41.96000 16011.94| 30.00000 11448.00| 28.65000 10932.84 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0268 805-06595 10.400 m | 19.39000 201.66| 20.00000 208.00| 19.00000 197.60 CONDUIT, PVC, 50 mm | | | 0269 805-06600 550.500 m | 18.50000 10184.25| 20.00000 11010.00| 19.20000 10569.60 CONDUIT, PVC, 75 mm | | | 0270 805-78445 1.000 EACH| 295.88000 295.88| 400.00000 400.00| 385.00000 385.00 SIGNAL SERVICE | | | 0271 805-78450 1.000 EACH| 288.01000 288.01| 220.00000 220.00| 215.00000 215.00 SIGNAL CONDUIT RISER, 50 mm | | | 0272 805-78452 1.000 EACH| 325.13000 325.13| 180.00000 180.00| 170.00000 170.00 SIGNAL CONDUIT RISER, 25 mm | | | 0273 805-86805 1.000 EACH| 1697.53000 1697.53| 2400.00000 2400.00| 3210.00000 3210.00 SERVICE POINT, I | | | 0274 805-86820 10.000 EACH| 740.42000 7404.20| 600.00000 6000.00| 575.00000 5750.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0275 805-86889 358.000 m | 0.92000 329.36| 1.40000 501.20| 1.35000 483.30 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0276 805-86920 34.000 EACH| 13.22000 449.48| 11.00000 374.00| 10.55000 358.70 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0277 805-86925 8.000 EACH| 17.60000 140.80| 18.00000 144.00| 17.10000 136.80 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0278 805-86930 34.000 EACH| 12.16000 413.44| 6.90000 234.60| 6.60000 224.40 INSULATING LINK, NOT WATERPROOFED | | | 0279 805-86935 24.000 EACH| 13.75000 330.00| 18.00000 432.00| 17.00000 408.00 INSULATING LINK, WATERPROOFED | | | 0280 805-86955 3.000 EACH| 101.43000 304.29| 210.00000 630.00| 205.00000 615.00 CABLE DUCT MARKER | | | 0281 805-90267 141.000 m | 28.71000 4048.11| 69.00000 9729.00| 66.00000 9306.00 CONDUIT, STEEL, GALVANIZED, 75 mm | | | 0282 805-90736 1.000 EACH| 381.00000 381.00| 630.00000 630.00| 605.00000 605.00 TELEPHONE MODEM | | | 0283 805-93755 1.000 EACH| 568.07000 568.07| 400.00000 400.00| 385.00000 385.00 SIGNAL, POLE, WOOD, 5, 9.2 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0284 805-95340 1.000 EACH| 119.68000 119.68| 140.00000 140.00| 140.00000 140.00 JCT. BOX (TELEPHONE TYPE) FOR 6 PAIR | | | INTERCONNECT CABLE | | | 0285 805-96082 220.000 m | 6.59000 1449.80| 3.90000 858.00| 3.70000 814.00 CABLE, COMMUNICATION, 4 PAIR TWISTED, | | | (IMSA 40 2) | | | 0286 805-98335 1115.000 m | 12.47000 13904.05| 17.00000 18955.00| 16.25000 18118.75 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0287 805-98336 266.000 m | 22.28000 5926.48| 16.00000 4256.00| 15.00000 3990.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0288 807-04309 1.000 EACH| 1524.00000 1524.00| 1700.00000 1700.00| 1610.00000 1610.00 PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0289 807-04652 1.000 EACH| 1697.53000 1697.53| 1700.00000 1700.00| 1650.00000 1650.00 SERVICE POINT | | | 0290 807-78590 13.000 EACH| 686.81000 8928.53| 350.00000 4550.00| 330.00000 4290.00 HANDHOLE | | | 0291 807-82005 1.000 EACH| 939.13000 939.13| 930.00000 930.00| 885.00000 885.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0292 807-82017 3.000 EACH| 739.68000 2219.04| 600.00000 1800.00| 575.00000 1725.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0293 807-82400 2.000 EACH| 15067.37000 30134.74| 15000.00000 30000.00| 13870.00000 27740.00 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0294 807-84804 10.000 EACH| 919.29000 9192.90| 880.00000 8800.00| 845.00000 8450.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0295 807-86620 10.000 EACH| 183.82000 1838.20| 220.00000 2200.00| 215.00000 2150.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0296 807-86635 15.000 EACH| 296.79000 4451.85| 370.00000 5550.00| 355.00000 5325.00 LUMINAIRE, ROADWAY, MERCURY VAPOR, 250 | | | WATT | | | 0297 807-86665 12.000 EACH| 504.91000 6058.92| 530.00000 6360.00| 510.00000 6120.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0298 807-86830 2.000 EACH| 6139.29000 12278.58| 5400.00000 10800.00| 5135.00000 10270.00 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0299 807-86910 16.000 EACH| 29.16000 466.56| 31.00000 496.00| 29.10000 465.60 CONNECTOR KIT, UNFUSED | | | 0300 807-86915 22.000 EACH| 30.24000 665.28| 32.00000 704.00| 30.20000 664.40 CONNECTOR KIT, FUSED | | | 0301 807-86950 12.000 EACH| 27.85000 334.20| 38.00000 456.00| 36.15000 433.80 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0302 808-06701 35.750 m | 1.20000 42.90| 1.00000 35.75| 0.90000 32.18 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0303 808-06702 850.000 m | 1.30000 1105.00| 1.20000 1020.00| 1.15000 977.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0304 808-06703 2194.000 m | 0.95000 2084.30| 1.00000 2194.00| 0.90000 1974.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0305 808-06705 408.000 m | 1.90000 775.20| 1.80000 734.40| 1.75000 714.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0306 808-06716 18243.000 m | 1.15000 20979.45| 1.00000 18243.00| 0.95000 17330.85 LINE, REMOVE | | | 0307 808-75051 11221.000 m | 3.28000 36804.88| 3.40000 38151.40| 3.25000 36468.25 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0308 808-75053 2703.000 m | 6.56000 17731.68| 6.60000 17839.80| 6.25000 16893.75 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0309 808-75054 11832.000 m | 3.28000 38808.96| 3.40000 40228.80| 3.25000 38454.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0310 808-75059 198.000 m | 3.60000 712.80| 3.40000 673.20| 3.25000 643.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0311 808-75061 5304.500 m | 6.56000 34797.52| 4.30000 22809.35| 4.10000 21748.45 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0312 808-75245 1770.000 m | 0.95000 1681.50| 1.00000 1770.00| 0.90000 1593.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0313 808-75297 15.000 m | 2.90000 43.50| 9.50000 142.50| 9.00000 135.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0314 808-75510 349.000 m | 23.60000 8236.40| 23.00000 8027.00| 22.00000 7678.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0315 808-75998 1319.000 EACH| 23.25000 30666.75| 24.00000 31656.00| 50.00000 65950.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0316 808-91662 69.000 m | 12.40000 855.60| 13.00000 897.00| 12.00000 828.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0317 202-51328 LUMP| 273655.26000 273655.26| 325000.00000 325000.00| 250000.00000 250000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO. 1 | | | 0318 202-02241 3100.000 m | 3.50000 10850.00| 3.80000 11780.00| 3.50000 10850.00 GUARDRAIL, REMOVE | | | 0319 601-04792 1.000 EACH| 1400.00000 1400.00| 1500.00000 1500.00| 1400.00000 1400.00 GUARDRAIL TRANSITION , THRIE BEAM | | | 0320 711-51090 661.400 kg | 22.20000 14683.08| 21.00000 13889.40| 35.50000 23479.70 PLATES, BRONZE | | | 0321 716-99464 142.500 m | 1900.00000 270750.00| 2000.00000 285000.00| 1885.00000 268612.50 PIPE, JACKED, 1200 mm | | | 0322 720-45042 5.000 EACH| 1600.00000 8000.00| 3000.00000 15000.00| 2275.00000 11375.00 INLET, HA5 | | | 0323 720-45042 2.000 EACH| 1800.00000 3600.00| 3000.00000 6000.00| 2775.00000 5550.00 INLET, HA5 , MODIFIED | | | 0324 720-45135 1.000 EACH| 950.00000 950.00| 1300.00000 1300.00| 915.00000 915.00 INLET, F7, MODIFIED | | | 0325 805-03391 36.000 WK | 3200.00000 115200.00| 6600.00000 237600.00| 5760.00000 207360.00 TRUCK, TOW | | | 0326 808-75994 50.000 EACH| 9.00000 450.00| 10.50000 525.00| 25.00000 1250.00 PRISMATIC REFLECTOR | | | 0327 808-75996 1280.000 EACH| 3.00000 3840.00| 6.20000 7936.00| 23.25000 29760.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0328 202-51822 2134.400 m2 | 7.67000 16370.85| 6.00000 12806.40| 5.85000 12486.24 BRIDGE DECK OVERLAY, REMOVE | | | 0337 728-98377 LUMP| 15208.82000 15208.82| 2800.00000 2800.00| 16920.00000 16920.00 MASONRY COATING , STR. #1 | | | 0338 728-98377 LUMP| 3854.29000 3854.29| 4800.00000 4800.00| 3360.00000 3360.00 MASONRY COATING , STR. #2 | | | 0339 728-98377 LUMP| 7916.92000 7916.92| 10400.00000 10400.00| 10400.00000 10400.00 MASONRY COATING , STR. #3 | | | 0340 728-98377 LUMP| 7916.92000 7916.92| 8540.00000 8540.00| 8540.00000 8540.00 MASONRY COATING , STR. #7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 230 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,324,900.43 ROUTE : 465 CALL ORDER : 230 CONTRACT ID : R -24725-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990053 |(2) 35-0918397 |(3) 35-2040801 |BERNS/WEDDLE JOINT VENTURE |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0341 728-98377 LUMP| 3854.29000 3854.29| 2880.00000 2880.00| 2880.00000 2880.00 MASONRY COATING , STR. #8 | | | 0342 728-98377 LUMP| 35417.80000 35417.80| 52480.00000 52480.00| 52480.00000 52480.00 MASONRY COATING , STR. #9 | | | 0343 728-98377 LUMP| 8958.62000 8958.62| 8280.00000 8280.00| 8280.00000 8280.00 MASONRY COATING , STR. #10 | | | 0344 726-92406 60.000 EACH| 511.03000 30661.80| 590.00000 35400.00| 905.00000 54300.00 BEARING ASSEMBLY, ELASTOMERIC | | | SECTION TOTALS | $ 31,499,804.05| $ 34,429,871.12| $ 35,849,105.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A + B = $ 39,738,804.05| A + B = $ 41,843,871.12| A + B = $ 44,643,105.03 ==================================================================================================================================== CONTRACT DAYS 247 247 247 PEAK 385 336 410 NON-PEAK 394 376 430 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,258,125.22 ROUTE : X263 CALL ORDER : 240 CONTRACT ID : R -24731-A COUNTIES : JACKSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : X263001 X263001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 971,996.17 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,446,690.31 148.8370% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 500.00000 6000.00| 1800.00000 21600.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39000.00000 39000.00| 72000.00000 72000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 70000.00000 70000.00| CLEARING RIGHT OF WAY | | | 0005 202-01347 1.000 EACH| 6580.00000 6580.00| 8000.00000 8000.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE (3,000 TO 6,000 GAL. CAPACITY) | | | 0006 202-02240 7040.000 SYS | 7.00000 49280.00| 7.25000 51040.00| PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 7400.00000 7400.00| 5500.00000 5500.00| HOUSES AND BUILDINGS, REMOVE PARCEL 6 | | | 0008 202-05554 5000.000 GAL | 2.50000 12500.00| 5.00000 25000.00| REGULATED MATERIALS, TRANSPORT, C | | | 0009 202-05555 509.000 CYS | 18.00000 9162.00| 15.40000 7838.60| REGULATED MATERIALS, TRANSPORT, C | | | 0010 202-96632 1.000 EACH| 2350.00000 2350.00| 950.00000 950.00| TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0011 203-02000 6519.000 CYS | 10.00000 65190.00| 15.50000 101044.50| EXCAVATION, COMMON | | | 0012 203-02045 4378.000 CYS | 2.50000 10945.00| 22.00000 96316.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 203-02070 611.000 CYS | 9.00000 5499.00| 25.00000 15275.00| BORROW | | | 0014 210-05877 10.000 EACH| 700.00000 7000.00| 500.00000 5000.00| TESTING HOLE FOR SAMPLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,258,125.22 ROUTE : X263 CALL ORDER : 240 CONTRACT ID : R -24731-A COUNTIES : JACKSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 488.000 CYS | 10.20000 4977.60| 18.00000 8784.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 912.000 TON | 14.00000 12768.00| 24.00000 21888.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 303-60012 100.000 TON | 18.00000 1800.00| 30.00000 3000.00| AGGREGATE, 2 | | | 0018 305-05206 212.000 TON | 54.00000 11448.00| 65.00000 13780.00| WIDENING WITH HMA , TEMPORARY | | | 0019 305-60970 177.000 TON | 12.00000 2124.00| 45.00000 7965.00| WIDENING WITH COMPACTED AGGREGATE , | | | TEMPORARY | | | 0020 401-05437 3383.000 TON | 32.00000 108256.00| 43.00000 145469.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0021 401-05455 1209.000 TON | 35.00000 42315.00| 48.00000 58032.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05456 564.000 TON | 51.00000 28764.00| 58.00000 32712.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0023 401-06264 LUMP| 1100.00000 1100.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0024 402-05470 1879.000 TON | 29.00000 54491.00| 43.00000 80797.00| HMA BASE C25.0 mm, MAINLINE | | | 0025 406-05520 8.920 TON | 200.00000 1784.00| 200.00000 1784.00| ASPHALT FOR TACK COAT | | | 0026 604-06069 1031.000 SYS | 29.00000 29899.00| 30.00000 30930.00| CURB RAMP, CONCRETE | | | 0027 604-91531 1040.000 SYS | 24.00000 24960.00| 28.00000 29120.00| SIDEWALK, CONCRETE, 4 IN. | | | 0028 605-06120 936.000 LFT | 16.00000 14976.00| 18.00000 16848.00| CURB, CONCRETE | | | 0029 605-06140 1812.000 LFT | 15.00000 27180.00| 18.00000 32616.00| CURB AND GUTTER, CONCRETE , MODIFIED | | | 0030 610-05527 767.000 TON | 51.00000 39117.00| 85.00000 65195.00| HMA FOR APPROACHES | | | 0031 611-05330 1422.000 SYS | 35.00000 49770.00| 35.00000 49770.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 615-06505 3.000 EACH| 350.00000 1050.00| 300.00000 900.00| MONUMENT, B | | | 0033 621-06567 1.600 MG | 1.00000 1.60| 1.10000 1.76| WATER | | | 0034 621-06575 390.000 SYS | 3.50000 1365.00| 3.50000 1365.00| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,258,125.22 ROUTE : X263 CALL ORDER : 240 CONTRACT ID : R -24731-A COUNTIES : JACKSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-05028 352.000 LFT | 20.00000 7040.00| 46.00000 16192.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0036 715-05032 212.000 LFT | 21.00000 4452.00| 50.00000 10600.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0037 715-05048 2757.000 LFT | 2.35000 6478.95| 5.50000 15163.50| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0038 715-05049 50.000 LFT | 13.00000 650.00| 45.00000 2250.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0039 715-05051 50.000 LFT | 16.00000 800.00| 46.00000 2300.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0040 715-05154 480.000 LFT | 22.00000 10560.00| 60.00000 28800.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0041 715-05203 50.000 LFT | 12.00000 600.00| 40.00000 2000.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | UNDISTRIBUTED | | | 0042 715-44240 59.000 CYS | 235.00000 13865.00| 375.00000 22125.00| CONCRETE, A, STRUCTURES | | | 0043 718-02672 90.000 LFT | 11.00000 990.00| 16.00000 1440.00| PIPE, UNDERDRAIN OUTLET, PVC, 4 IN. | | | 0044 718-52610 174.000 CYS | 18.00000 3132.00| 42.00000 7308.00| AGGREGATE FOR UNDERDRAINS | | | 0045 720-44000 4.000 EACH| 200.00000 800.00| 500.00000 2000.00| CASTING, ADJUST TO GRADE | | | 0046 720-44025 1.000 EACH| 340.00000 340.00| 650.00000 650.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0047 720-44070 2.000 EACH| 600.00000 1200.00| 800.00000 1600.00| CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0048 720-45015 1.000 EACH| 900.00000 900.00| 1400.00000 1400.00| INLET, A8 | | | 0049 720-45055 2.000 EACH| 1000.00000 2000.00| 1800.00000 3600.00| INLET, M10 | | | 0050 720-45075 1.000 EACH| 1100.00000 1100.00| 1600.00000 1600.00| INLET, R13 | | | 0051 720-45410 4.000 EACH| 1400.00000 5600.00| 2100.00000 8400.00| MANHOLE, C4 | | | 0052 720-45605 2.000 LFT | 425.00000 850.00| 540.00000 1080.00| MANHOLE, RECONSTRUCT STRUCTURE | | | 0053 720-98174 2.000 EACH| 1525.00000 3050.00| 2100.00000 4200.00| INLET, B15 | | | 0054 720-98555 5.000 EACH| 1525.00000 7625.00| 2150.00000 10750.00| INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,258,125.22 ROUTE : X263 CALL ORDER : 240 CONTRACT ID : R -24731-A COUNTIES : JACKSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-04308 9.000 EACH| 340.00000 3060.00| 340.00000 3060.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 6370.000 LFT | 0.20000 1274.00| 0.23000 1465.10| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0057 801-06207 4050.000 LFT | 1.00000 4050.00| 0.95000 3847.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06216 72.000 LFT | 3.00000 216.00| 3.15000 226.80| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0059 801-06605 13.000 EACH| 80.00000 1040.00| 84.00000 1092.00| BARRICADE, IIIA | | | 0060 801-06625 8.000 EACH| 80.00000 640.00| 84.00000 672.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 24.000 EACH| 90.00000 2160.00| 95.00000 2280.00| CONSTRUCTION SIGN, A | | | 0062 801-06645 16.000 EACH| 21.00000 336.00| 21.00000 336.00| CONSTRUCTION SIGN, B | | | 0063 801-06710 240.000 DAY | 12.50000 3000.00| 13.00000 3120.00| FLASHING ARROW SIGN | | | 0064 801-06775 LUMP| 12500.00000 12500.00| 35000.00000 35000.00| MAINTAINING TRAFFIC | | | 0065 801-53072 LUMP| 10000.00000 10000.00| 13200.00000 13200.00| TEMPORARY TRAFFIC SIGNAL | | | 0066 802-02293 14.000 CYS | 500.00000 7000.00| 450.00000 6300.00| CONCRETE, SIGN FOUNDATION | | | 0067 802-76025 6.000 SFT | 16.00000 96.00| 12.75000 76.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0068 802-76035 24.000 SFT | 18.00000 432.00| 14.75000 354.00| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0069 802-76045 24.160 SFT | 22.00000 531.52| 42.50000 1026.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0070 803-02310 1876.000 LBS | 0.50000 938.00| 0.80000 1500.80| REINFORCING STEEL, SIGN FOUNDATION | | | 0071 803-76135 2.000 EACH| 3800.00000 7600.00| 5100.00000 10200.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0072 805-01815 4.000 EACH| 2300.00000 9200.00| 2100.00000 8400.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,258,125.22 ROUTE : X263 CALL ORDER : 240 CONTRACT ID : R -24731-A COUNTIES : JACKSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 805-01842 14.000 EACH| 800.00000 11200.00| 680.00000 9520.00| HANDHOLE, SIGNAL | | | 0074 805-06592 3000.000 LFT | 14.00000 42000.00| 8.00000 24000.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0075 805-78100 1.000 EACH| 6800.00000 6800.00| 9500.00000 9500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0076 805-78205 4.000 EACH| 360.00000 1440.00| 450.00000 1800.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0077 805-78230 4.000 EACH| 635.00000 2540.00| 735.00000 2940.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0078 805-78355 8.000 EACH| 385.00000 3080.00| 425.00000 3400.00| PEDESTRIAN SIGNAL HEAD, 12 IN. | | | 0079 805-78370 8.000 EACH| 175.00000 1400.00| 80.00000 640.00| PEDESTRIAN PUSH BUTTON | | | 0080 805-78415 4.000 EACH| 1150.00000 4600.00| 1350.00000 5400.00| SPAN, CATENARY, AND TETHER | | | 0081 805-78420 4.000 EACH| 235.00000 940.00| 245.00000 980.00| DISCONNECT HANGER | | | 0082 805-78445 1.000 EACH| 320.00000 320.00| 525.00000 525.00| SIGNAL SERVICE | | | 0083 805-78450 1.000 EACH| 200.00000 200.00| 160.00000 160.00| SIGNAL CONDUIT RISER, 2 IN. | | | 0084 805-78467 58.000 LFT | 2.00000 116.00| 2.10000 121.80| SIGNAL CABLE, 3C 8GA. | | | 0085 805-78470 3930.000 LFT | 0.15000 589.50| 0.16000 628.80| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-78480 615.000 LFT | 1.30000 799.50| 1.05000 645.75| SIGNAL CABLE, 3C 14GA. | | | 0087 805-78485 650.000 LFT | 2.40000 1560.00| 1.15000 747.50| SIGNAL CABLE, 5C 14GA. | | | 0088 805-78490 740.000 LFT | 2.40000 1776.00| 1.25000 925.00| SIGNAL CABLE, 7C 14GA. | | | 0089 805-78510 3280.000 LFT | 1.60000 5248.00| 1.05000 3444.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0090 805-78784 20.000 EACH| 160.00000 3200.00| 115.00000 2300.00| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0091 805-78785 10.000 EACH| 700.00000 7000.00| 475.00000 4750.00| SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,258,125.22 ROUTE : X263 CALL ORDER : 240 CONTRACT ID : R -24731-A COUNTIES : JACKSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-78795 1525.000 LFT | 7.00000 10675.00| 6.30000 9607.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0093 805-78925 1.000 EACH| 950.00000 950.00| 525.00000 525.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0094 805-81032 4.000 EACH| 2400.00000 9600.00| 3700.00000 14800.00| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0095 808-06701 110.000 LFT | 0.50000 55.00| 0.50000 55.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0096 808-06703 555.000 LFT | 0.50000 277.50| 0.50000 277.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0097 808-06711 140.000 LFT | 0.35000 49.00| 0.28000 39.20| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0098 808-06712 20.000 LFT | 0.35000 7.00| 0.28000 5.60| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0099 808-06713 300.000 LFT | 0.35000 105.00| 0.28000 84.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0100 808-06714 1860.000 LFT | 0.50000 930.00| 0.28000 520.80| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0101 808-75245 1375.000 LFT | 3.00000 4125.00| 0.50000 687.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0102 808-75297 130.000 LFT | 1.00000 130.00| 3.00000 390.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0103 808-75300 490.000 LFT | 2.00000 980.00| 0.75000 367.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0104 808-75320 4.000 EACH| 75.00000 300.00| 60.00000 240.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0105 808-75325 3.000 EACH| 75.00000 225.00| 80.00000 240.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0106 203-02000 203.000 CYS | 15.00000 3045.00| 12.00000 2436.00| EXCAVATION, COMMON , REGULATED MATERIAL | | | C | | | 0107 808-06716 1000.000 LFT | 1.00000 1000.00| 0.75000 750.00| LINE, REMOVE | | | 0108 205-02237 19.000 EACH| 75.00000 1425.00| 100.00000 1900.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,258,125.22 ROUTE : X263 CALL ORDER : 240 CONTRACT ID : R -24731-A COUNTIES : JACKSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 205-02236 2.000 EACH| 75.00000 150.00| 100.00000 200.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | SECTION TOTALS | $ 971,996.17| $ 1,446,690.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 971,996.17| $ 1,446,690.31| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,310.50 ROUTE : CR 400N CALL ORDER : 250 CONTRACT ID : R -24736-A COUNTIES : LAPORTE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 218,013.41 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 228,890.00 104.9889% 3 35-1120685 WALSH & KELLY, INC. $ 257,557.11 118.1381% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1100.00000 3300.00| 1100.00000 3300.00| 1500.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 7000.00000 7000.00| 11437.79000 11437.79| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 401.500 m | 10.90000 4376.35| 10.90000 4376.35| 10.90000 4376.35 GUARDRAIL, REMOVE | | | 0004 202-60820 13750.000 m2 | 0.75000 10312.50| 1.45000 19937.50| 1.52000 20900.00 SURFACE MILLING, ASPHALT | | | 0005 202-74045 36.000 EACH| 40.00000 1440.00| 40.00000 1440.00| 40.00000 1440.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0006 203-02080 1.300 km | 4100.00000 5330.00| 7975.00000 10367.50| 8000.00000 10400.00 LINEAR GRADING | | | 0007 303-52308 330.000 Mg | 20.90000 6897.00| 19.85000 6550.50| 24.00000 7920.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 402-05474 1470.000 Mg | 29.90000 43953.00| 27.00000 39690.00| 34.00000 49980.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0009 402-05477 1650.000 Mg | 35.00000 57750.00| 34.50000 56925.00| 37.00000 61050.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05481 170.000 Mg | 38.00000 6460.00| 38.15000 6485.50| 40.00000 6800.00 HMA BASE 25.0 mm, SHOULDER | | | 0011 404-05511 950.000 m2 | 3.00000 2850.00| 1.60000 1520.00| 2.00000 1900.00 SEAL COAT, 2 | | | 0012 404-05514 2770.000 m2 | 2.75000 7617.50| 2.50000 6925.00| 3.00000 8310.00 SEAL COAT, 5 | | | 0013 406-05520 8.500 Mg | 320.00000 2720.00| 500.00000 4250.00| 275.00000 2337.50 ASPHALT FOR TACK COAT | | | 0014 601-06037 6.000 EACH| 590.00000 3540.00| 590.00000 3540.00| 590.00000 3540.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,310.50 ROUTE : CR 400N CALL ORDER : 250 CONTRACT ID : R -24736-A COUNTIES : LAPORTE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-99105 276.400 m | 32.90000 9093.56| 32.90000 9093.56| 32.90000 9093.56 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 605-05523 102.000 m | 29.50000 3009.00| 21.90000 2233.80| 23.00000 2346.00 CURB, HMA | | | 0017 610-05527 140.000 Mg | 100.00000 14000.00| 56.00000 7840.00| 65.00000 9100.00 HMA FOR APPROACHES | | | 0018 615-06520 4.000 EACH| 200.00000 800.00| 250.00000 1000.00| 250.00000 1000.00 MONUMENT, RE-ESTABLISH | | | 0019 616-06425 25.000 m2 | 125.00000 3125.00| 60.00000 1500.00| 45.00000 1125.00 RIPRAP, GROUTED, 300 mm | | | 0020 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 2625.000 m2 | 0.84000 2205.00| 0.84000 2205.00| 0.84000 2205.00 MULCHED SEEDING, R | | | 0022 801-06207 400.000 m | 3.00000 1200.00| 3.08000 1232.00| 4.50000 1800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0023 801-06640 17.000 EACH| 50.00000 850.00| 52.00000 884.00| 52.00000 884.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 6000.00000 6000.00| 12080.00000 12080.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0025 802-02489 135.000 m | 32.80000 4428.00| 32.80000 4428.00| 29.52000 3985.20 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0026 802-76025 13.000 m2 | 133.00000 1729.00| 133.00000 1729.00| 173.00000 2249.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0027 802-76035 12.000 m2 | 151.00000 1812.00| 151.00000 1812.00| 184.00000 2208.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0028 808-06703 2710.000 m | 0.85000 2303.50| 0.85000 2303.50| 0.85000 2303.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0029 808-75240 220.000 m | 0.85000 187.00| 0.85000 187.00| 0.85000 187.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0030 808-75245 2820.000 m | 0.85000 2397.00| 0.85000 2397.00| 0.85000 2397.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0031 808-75297 80.000 m | 10.35000 828.00| 9.00000 720.00| 9.00000 720.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,310.50 ROUTE : CR 400N CALL ORDER : 250 CONTRACT ID : R -24736-A COUNTIES : LAPORTE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1035700 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 218,013.41| $ 228,890.00| $ 257,557.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 218,013.41| $ 228,890.00| $ 257,557.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,064.62 ROUTE : 35 CALL ORDER : 260 CONTRACT ID : R -24746-A COUNTIES : LAPORTE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 147600F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1067077 RITSCHARD BROTHERS $ 8,889.58 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 12,428.10 139.8052% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 20,758.96 233.5201% 4 35-1643025 BOL-LAN CONSTRUCTION CO $ 29,189.96 328.3615% 5 35-1636776 LINKEL COMPANY $ 53,967.09 607.0825% ==================================================================================================================================== |(1) 35-1067077 |(2) 35-1817574 |(3) 35-1582109 |RITSCHARD BROTHERS |YARDBERRY LANDSCAPE |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 7900.00000 7900.00| 10000.00000 10000.00| 20439.10000 20439.10 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0002 621-01004 1.000 EACH| 834.00000 834.00| 750.00000 750.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.907 Mg | 44.38000 40.25| 600.00000 544.20| 1.00000 0.91 FERTILIZER | | | 0004 621-06554 68.040 kg | 0.85000 57.83| 10.00000 680.40| 1.00000 68.04 SEED MIXTURE, U | | | 0005 621-06565 0.907 Mg | 63.40000 57.50| 500.00000 453.50| 1.00000 0.91 MULCHING MATERIAL | | | SECTION TOTALS | $ 8,889.58| $ 12,428.10| $ 20,758.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,889.58| $ 12,428.10| $ 20,758.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,064.62 ROUTE : 35 CALL ORDER : 260 CONTRACT ID : R -24746-A COUNTIES : LAPORTE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1643025 |(5) 35-1636776 | |BOL-LAN CONSTRUCTION CO |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 26225.00000 26225.00| 50000.00000 50000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0002 621-01004 1.000 EACH| 650.00000 650.00| 2000.00000 2000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.907 Mg | 919.31000 833.81| 1000.00000 907.00| FERTILIZER | | | 0004 621-06554 68.040 kg | 12.35000 840.29| 2.25000 153.09| SEED MIXTURE, U | | | 0005 621-06565 0.907 Mg | 706.57000 640.86| 1000.00000 907.00| MULCHING MATERIAL | | | SECTION TOTALS | $ 29,189.96| $ 53,967.09| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,189.96| $ 53,967.09| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,117.77 ROUTE : 62 CALL ORDER : 270 CONTRACT ID : R -24747-A COUNTIES : WARRICK LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/31/00 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 012300W 012300V SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1438628 STRADTNER, RAY EXCAVATING $ 18,797.70 100.0000% 2 35-1763075 NAAS BROTHERS TRUCKING $ 32,616.97 173.5157% 3 35-1770090 GRUBB EXCAVATING, INC. $ 33,524.52 178.3437% 4 35-1874009 HAUER EXCAVATING $ 39,600.00 210.6640% 5 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 39,910.90 212.3179% 6 35-1284120 KOBERSTEIN TRUCKING $ 45,422.05 241.6362% 7 35-1817574 YARDBERRY LANDSCAPE $ 48,461.96 257.8079% 8 35-1714030 MILES EXCAVATING, INC. IRREGULAR BID $ 54,750.56 291.2620% 9 35-1643025 BOL-LAN CONSTRUCTION CO $ 72,293.68 384.5879% 10 35-1636776 LINKEL COMPANY $ 157,000.00 835.2085% ==================================================================================================================================== |(1) 35-1438628 |(2) 35-1763075 |(3) 35-1770090 |STRADTNER, RAY EXCAVATING |NAAS BROTHERS TRUCKING |GRUBB EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 5600.00000 5600.00| 12179.79000 12179.79| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0002 202-03000 LUMP| 4800.00000 4800.00| 7889.79000 7889.79| 8500.00000 8500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 109 | | | 0003 202-03000 LUMP| 5500.00000 5500.00| 8639.79000 8639.79| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 46 | | | 0004 202-03135 7.000 m2 | 100.00000 700.00| 215.00000 1505.00| 210.00000 1470.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0005 621-01004 2.000 EACH| 250.00000 500.00| 300.00000 600.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 3.620 Mg | 175.00000 633.50| 200.00000 724.00| 475.00000 1719.50 FERTILIZER | | | 0007 621-06553 136.080 kg | 1.25000 170.10| 2.00000 272.16| 7.00000 952.56 SEED MIXTURE, R | | | 0008 621-06554 136.080 kg | 1.25000 170.10| 3.00000 408.24| 7.00000 952.56 SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,117.77 ROUTE : 62 CALL ORDER : 270 CONTRACT ID : R -24747-A COUNTIES : WARRICK LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1438628 |(2) 35-1763075 |(3) 35-1770090 |STRADTNER, RAY EXCAVATING |NAAS BROTHERS TRUCKING |GRUBB EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0009 621-06565 3.620 Mg | 200.00000 724.00| 110.00000 398.20| 395.00000 1429.90 MULCHING MATERIAL | | | SECTION TOTALS | $ 18,797.70| $ 32,616.97| $ 33,524.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,797.70| $ 32,616.97| $ 33,524.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,117.77 ROUTE : 62 CALL ORDER : 270 CONTRACT ID : R -24747-A COUNTIES : WARRICK LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1874009 |(5) 35-2070195 |(6) 35-1284120 |HAUER EXCAVATING |ALPHA EXCAVATING & LANDSCAPI|KOBERSTEIN TRUCKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 10528.57000 10528.57| 12960.00000 12960.00| 14270.00000 14270.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0002 202-03000 LUMP| 10000.00000 10000.00| 16000.00000 16000.00| 9870.00000 9870.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 109 | | | 0003 202-03000 LUMP| 10528.57000 10528.57| 6000.00000 6000.00| 12010.00000 12010.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 46 | | | 0004 202-03135 7.000 m2 | 171.43000 1200.00| 42.86000 300.00| 257.15000 1800.05 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0005 621-01004 2.000 EACH| 750.00000 1500.00| 300.00000 600.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 3.620 Mg | 450.00000 1629.00| 350.00000 1267.00| 590.00000 2135.80 FERTILIZER | | | 0007 621-06553 136.080 kg | 8.50000 1156.68| 4.95000 673.60| 8.65000 1177.09 SEED MIXTURE, R | | | 0008 621-06554 136.080 kg | 8.50000 1156.68| 5.00000 680.40| 8.85000 1204.31 SEED MIXTURE, U | | | 0009 621-06565 3.620 Mg | 525.00000 1900.50| 395.00000 1429.90| 540.00000 1954.80 MULCHING MATERIAL | | | SECTION TOTALS | $ 39,600.00| $ 39,910.90| $ 45,422.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,600.00| $ 39,910.90| $ 45,422.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,117.77 ROUTE : 62 CALL ORDER : 270 CONTRACT ID : R -24747-A COUNTIES : WARRICK LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 |(8) 35-1714030 |(9) 35-1643025 |YARDBERRY LANDSCAPE |MILES EXCAVATING, INC. |BOL-LAN CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 20000.00000 20000.00| 14300.00000 14300.00| 21339.84000 21339.84 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0002 202-03000 LUMP| 6500.00000 6500.00| 8500.00000 8500.00| 13516.78000 13516.78 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 109 | | | 0003 202-03000 LUMP| 15000.00000 15000.00| 8000.00000 8000.00| 25340.20000 25340.20 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 46 | | | 0004 202-03135 7.000 m2 | 70.00000 490.00| 2200.00000 15400.00| 221.43000 1550.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0005 621-01004 2.000 EACH| 700.00000 1400.00| 715.00000 1430.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 3.620 Mg | 500.00000 1810.00| 649.00000 2349.38| 919.31000 3327.90 FERTILIZER | | | 0007 621-06553 136.080 kg | 6.00000 816.48| 9.52000 1295.48| 12.35000 1680.59 SEED MIXTURE, R | | | 0008 621-06554 136.080 kg | 6.00000 816.48| 9.74000 1325.42| 12.35000 1680.59 SEED MIXTURE, U | | | 0009 621-06565 3.620 Mg | 450.00000 1629.00| 594.00000 2150.28| 706.57000 2557.78 MULCHING MATERIAL | | | SECTION TOTALS | $ 48,461.96| $ 54,750.56| $ 72,293.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 48,461.96| $ 54,750.56| $ 72,293.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 270 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,117.77 ROUTE : 62 CALL ORDER : 270 CONTRACT ID : R -24747-A COUNTIES : WARRICK LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1636776 | | |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 50000.00000 50000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0002 202-03000 LUMP| 50000.00000 50000.00| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 109 | | | 0003 202-03000 LUMP| 49768.40000 49768.40| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 46 | | | 0004 202-03135 7.000 m2 | 100.00000 700.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0005 621-01004 2.000 EACH| 1000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 3.620 Mg | 400.00000 1448.00| | FERTILIZER | | | 0007 621-06553 136.080 kg | 10.00000 1360.80| | SEED MIXTURE, R | | | 0008 621-06554 136.080 kg | 10.00000 1360.80| | SEED MIXTURE, U | | | 0009 621-06565 3.620 Mg | 100.00000 362.00| | MULCHING MATERIAL | | | SECTION TOTALS | $ 157,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 157,000.00| | ====================================================================================================================================