INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/18/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4555003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 939,069.85 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 958,869.08 102.1083% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,013,033.14 107.8762% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 1,026,313.39 109.2904% 5 35-1385672 FORCE CONSTRUCTION $ 1,028,301.07 109.5020% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,049,679.26 111.7786% 7 35-1212938 ATLAS EXCAVATING, INC. $ 1,066,422.80 113.5616% 8 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,086,029.02 115.6494% 9 35-0918397 RIETH RILEY CONSTRUCTION $ 1,093,390.62 116.4333% 10 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,149,228.15 122.3794% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0906416 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 800.00000 9600.00| 1200.00000 14400.00| 1304.74000 15656.88 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 29028.12000 29028.12| 25000.00000 25000.00| 18735.26000 18735.26 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32465.00000 32465.00| 47000.00000 47000.00| 50651.66000 50651.66 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22752.72000 22752.72| 20000.00000 20000.00| 16382.36000 16382.36 CLEARING RIGHT OF WAY | | | 0005 202-60820 260.000 m2 | 11.13000 2893.80| 7.50000 1950.00| 14.42000 3749.20 SURFACE MILLING, ASPHALT | | | 0006 203-02000 7304.000 m3 | 7.06000 51566.24| 10.00000 73040.00| 8.78000 64129.12 EXCAVATION, COMMON | | | 0007 203-02070 3026.000 m3 | 11.56000 34980.56| 11.00000 33286.00| 6.07000 18367.82 BORROW | | | 0008 203-51223 419.400 m3 | 8.74000 3665.56| 5.00000 2097.00| 16.43000 6890.74 EXCAVATION, WATERWAY | | | 0009 205-06931 74.000 Mg | 46.58000 3446.92| 25.00000 1850.00| 27.33000 2022.42 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 620.000 m | 4.99000 3093.80| 5.35000 3317.00| 5.37000 3329.40 TEMPORARY SILT FENCE | | | 0011 213-52830 19.000 m3 | 116.29000 2209.51| 100.00000 1900.00| 188.54000 3582.26 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0906416 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 303-52308 3879.200 Mg | 12.24000 47481.41| 16.00000 62067.20| 13.84000 53688.13 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05468 535.000 Mg | 40.68000 21763.80| 44.85000 23994.75| 43.77000 23416.95 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 1080.000 Mg | 38.22000 41277.60| 40.50000 43740.00| 39.55000 42714.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 372.300 Mg | 48.57000 18082.61| 43.20000 16083.36| 42.14000 15688.72 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 342.900 Mg | 46.58000 15972.28| 39.40000 13510.26| 38.52000 13208.51 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 1906.000 m2 | 3.24000 6175.44| 2.22000 4231.32| 2.18000 4155.08 SEAL COAT, 2 | | | 0018 405-05517 9.000 Mg | 185.40000 1668.60| 504.00000 4536.00| 491.18000 4420.62 ASPHALT FOR PRIME COAT | | | 0019 406-05520 5.000 Mg | 355.35000 1776.75| 212.20000 1061.00| 207.07000 1035.35 ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1184.50000 4738.00| 1265.00000 5060.00| 1255.98000 5023.92 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-94689 4.000 EACH| 2163.00000 8652.00| 2310.00000 9240.00| 2293.53000 9174.12 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 76.200 m | 30.90000 2354.58| 33.00000 2514.60| 32.79000 2498.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06729 6.000 EACH| 20.60000 123.60| 10.00000 60.00| 8.74000 52.44 BARRIER DELINEATOR | | | 0024 610-05527 1479.200 Mg | 46.38000 68605.30| 46.50000 68782.80| 45.39000 67140.89 HMA FOR APPROACHES | | | 0025 610-06257 402.600 m2 | 48.61000 19570.39| 55.00000 22143.00| 48.08000 19357.01 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 615-06490 25.000 EACH| 105.06000 2626.50| 112.00000 2800.00| 111.40000 2785.00 RIGHT OF WAY MARKER | | | 0027 615-06505 8.000 EACH| 437.75000 3502.00| 468.00000 3744.00| 464.17000 3713.36 MONUMENT, B | | | 0028 616-02320 1417.000 m2 | 1.90000 2692.30| 3.00000 4251.00| 8.75000 12398.75 GEOTEXTILES | | | 0029 616-06405 1012.000 Mg | 17.43000 17639.16| 19.00000 19228.00| 24.08000 24368.96 RIPRAP, REVETMENT | | | 0030 621-01004 3.000 EACH| 309.00000 927.00| 330.00000 990.00| 327.65000 982.95 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01371 76.000 kg | 10.40000 790.40| 11.10000 843.60| 11.08000 842.08 SEED MIXTURE, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0906416 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-01882 5.600 kg | 9.37000 52.47| 10.00000 56.00| 9.99000 55.94 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0033 621-06545 2.000 Mg | 642.72000 1285.44| 687.00000 1374.00| 686.21000 1372.42 FERTILIZER | | | 0034 621-06553 303.000 kg | 6.76000 2048.28| 7.20000 2181.60| 7.22000 2187.66 SEED MIXTURE, R | | | 0035 621-06565 9.800 Mg | 490.28000 4804.74| 525.00000 5145.00| 523.69000 5132.16 MULCHING MATERIAL | | | 0036 621-06567 34.000 kL | 0.57000 19.38| 0.60000 20.40| 0.61000 20.74 WATER | | | 0037 621-06575 1915.000 m2 | 3.48000 6664.20| 3.72000 7123.80| 4.55000 8713.25 SODDING, NURSERY | | | 0038 622-52436 8.000 EACH| 20.60000 164.80| 22.00000 176.00| 21.84000 174.72 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 500.000 EACH| 8.60000 4300.00| 9.20000 4600.00| 9.17000 4585.00 SEEDLING | | | 0040 622-98200 4.000 EACH| 20.60000 82.40| 22.00000 88.00| 21.84000 87.36 SIGN, DO NOT DISTURB | | | 0041 701-51195 111.000 m | 105.05000 11660.55| 100.00000 11100.00| 114.21000 12677.31 PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 36.000 EACH| 65.19000 2346.84| 100.00000 3600.00| 101.51000 3654.36 PILE TIP, STEEL H | | | 0043 701-92043 30.400 m | 813.11000 24718.54| 250.00000 7600.00| 1081.62000 32881.25 CORED HOLE IN ROCK, 457 mm | | | 0044 701-97874 140.800 m | 142.55000 20071.04| 320.00000 45056.00| 186.72000 26290.18 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0045 703-51030 26012.000 kg | 1.07000 27832.84| 1.10000 28613.20| 1.15000 29913.80 REINFORCING STEEL | | | 0046 703-51032 21935.000 kg | 1.34000 29392.90| 1.20000 26322.00| 1.34000 29392.90 REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 338.800 m3 | 417.94000 141598.07| 450.00000 152460.00| 514.34000 174258.39 CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-05732 4.000 EACH| 822.95000 3291.80| 1300.00000 5200.00| 1419.80000 5679.20 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0049 706-51020 14.900 m3 | 635.26000 9465.37| 530.00000 7897.00| 575.68000 8577.63 CONCRETE, C, RAILING | | | 0050 709-51821 LUMP| 2935.50000 2935.50| 3000.00000 3000.00| 2511.96000 2511.96 SURFACE SEAL | | | 0051 713-91028 LUMP| 23493.24000 23493.24| 5000.00000 5000.00| 27850.01000 27850.01 TEMPORARY RUNAROUND , LINE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0906416 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 713-91028 LUMP| 21787.92000 21787.92| 5500.00000 5500.00| 17201.48000 17201.48 TEMPORARY RUNAROUND , LINE TRB | | | 0053 714-06056 16.500 m | 2097.27000 34604.96| 1725.00000 28462.50| 2755.97000 45473.51 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0054 715-05048 115.000 m | 11.12000 1278.80| 10.00000 1150.00| 16.48000 1895.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05168 8.000 m | 63.46000 507.68| 60.00000 480.00| 82.41000 659.28 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0056 715-05173 20.500 m | 84.19000 1725.90| 110.00000 2255.00| 100.33000 2056.77 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0057 715-46000 2.000 EACH| 171.57000 343.14| 250.00000 500.00| 365.87000 731.74 PIPE END SECTION, 300 mm , LINE A | | | 0058 715-46020 2.000 EACH| 242.64000 485.28| 400.00000 800.00| 436.86000 873.72 PIPE END SECTION, 600 mm , LINE TRB | | | 0059 728-98377 LUMP| 1658.30000 1658.30| 2465.00000 2465.00| 2451.89000 2451.89 MASONRY COATING | | | 0060 801-04308 6.000 EACH| 283.25000 1699.50| 115.00000 690.00| 109.22000 655.32 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06203 1274.000 m | 0.39000 496.86| 0.30000 382.20| 0.32000 407.68 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 5050.000 m | 2.47000 12473.50| 3.50000 17675.00| 3.33000 16816.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06605 12.000 EACH| 118.45000 1421.40| 75.00000 900.00| 70.99000 851.88 BARRICADE, IIIA | | | 0064 801-06606 2.000 EACH| 159.65000 319.30| 86.00000 172.00| 81.91000 163.82 BARRICADE, IIIB | | | 0065 801-06625 8.000 EACH| 72.10000 576.80| 109.00000 872.00| 101.57000 812.56 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 25.500 EACH| 117.42000 2994.21| 138.00000 3519.00| 131.06000 3342.03 CONSTRUCTION SIGN, A | | | 0067 801-06645 8.000 EACH| 61.80000 494.40| 34.50000 276.00| 32.76000 262.08 CONSTRUCTION SIGN, B | | | 0068 801-06649 21.000 EACH| 3.09000 64.89| 17.25000 362.25| 16.38000 343.98 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 801-06775 LUMP| 26536.18000 26536.18| 17000.00000 17000.00| 7285.07000 7285.07 MAINTAINING TRAFFIC , LINE A | | | 0070 801-06775 LUMP| 12805.62000 12805.62| 2000.00000 2000.00| 3642.54000 3642.54 MAINTAINING TRAFFIC , LINE TRB | | | 0071 802-76025 2.138 m2 | 222.48000 475.66| 240.00000 513.12| 236.29000 505.19 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1381845 |(3) 35-0906416 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 802-76035 2.430 m2 | 191.79000 466.05| 205.00000 498.15| 203.38000 494.21 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0073 802-76055 37.500 m | 12.67000 475.13| 13.50000 506.25| 13.44000 504.00 SIGN POST, A | | | 0074 802-76065 10.600 m | 17.00000 180.20| 18.20000 192.92| 18.10000 191.86 SIGN POST, B | | | 0075 804-06725 20.000 EACH| 18.54000 370.80| 20.00000 400.00| 19.66000 393.20 DELINEATOR WITH POST, D1, 75 mm | | | 0076 808-01226 59.000 EACH| 46.35000 2734.65| 30.50000 1799.50| 29.49000 1739.91 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0077 808-06701 38.000 m | 1.13000 42.94| 2.05000 77.90| 1.97000 74.86 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm , LINE A | | | 0078 808-06703 96.000 m | 1.13000 108.48| 1.90000 182.40| 1.79000 171.84 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0079 808-06713 1405.000 m | 0.34000 477.70| 0.30000 421.50| 0.32000 449.60 LINE, PAINT, SOLID, WHITE, 100 mm , | | | LINE TRB | | | 0080 808-06723 2.000 EACH| 41.20000 82.40| 46.00000 92.00| 43.69000 87.38 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0081 808-06724 2.000 EACH| 51.50000 103.00| 63.00000 126.00| 60.07000 120.14 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0082 808-06726 31.000 m | 7.73000 239.63| 2.50000 77.50| 2.44000 75.64 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75245 1380.000 m | 1.08000 1490.40| 1.30000 1794.00| 1.25000 1725.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0084 808-75996 59.000 EACH| 10.30000 607.70| 25.00000 1475.00| 13.56000 800.04 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0085 211-02060 30.600 m3 | 50.59000 1548.05| 30.00000 918.00| 45.78000 1400.87 B BORROW FOR STRUCTURE BACKFILL | | | 0086 202-51330 LUMP| 9042.07000 9042.07| 15000.00000 15000.00| 12193.55000 12193.55 PRESENT STRUCTURE, REMOVE | | | SECTION TOTALS | $ 939,069.85| $ 958,869.08| $ 1,013,033.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 939,069.85| $ 958,869.08| $ 1,013,033.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1385672 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1450.00000 17400.00| 1382.40000 16588.80| 1000.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 15700.00000 15700.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 57992.00000 57992.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 24890.00000 24890.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 260.000 m2 | 10.00000 2600.00| 9.42000 2449.20| 8.00000 2080.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 7304.000 m3 | 10.00000 73040.00| 11.20000 81804.80| 7.75000 56606.00 EXCAVATION, COMMON | | | 0007 203-02070 3026.000 m3 | 10.00000 30260.00| 11.43000 34587.18| 15.75000 47659.50 BORROW | | | 0008 203-51223 419.400 m3 | 10.00000 4194.00| 8.80000 3690.72| 8.50000 3564.90 EXCAVATION, WATERWAY | | | 0009 205-06931 74.000 Mg | 30.00000 2220.00| 90.36000 6686.64| 25.00000 1850.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 620.000 m | 5.50000 3410.00| 4.84000 3000.80| 5.65000 3503.00 TEMPORARY SILT FENCE | | | 0011 213-52830 19.000 m3 | 60.00000 1140.00| 123.87000 2353.53| 140.00000 2660.00 FLOWABLE MORTAR | | | 0012 303-52308 3879.200 Mg | 18.50000 71765.20| 16.77000 65054.18| 18.00000 69825.60 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05468 535.000 Mg | 44.00000 23540.00| 40.00000 21400.00| 46.85000 25064.75 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 1080.000 Mg | 38.00000 41040.00| 35.00000 37800.00| 42.45000 45846.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 372.300 Mg | 49.00000 18242.70| 45.00000 16753.50| 44.60000 16604.58 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 342.900 Mg | 44.00000 15087.60| 40.00000 13716.00| 40.20000 13784.58 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 1906.000 m2 | 2.00000 3812.00| 1.80000 3430.80| 3.00000 5718.00 SEAL COAT, 2 | | | 0018 405-05517 9.000 Mg | 327.00000 2943.00| 300.00000 2700.00| 300.00000 2700.00 ASPHALT FOR PRIME COAT | | | 0019 406-05520 5.000 Mg | 200.00000 1000.00| 185.00000 925.00| 200.00000 1000.00 ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1250.00000 5000.00| 1150.00000 4600.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1385672 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 4.000 EACH| 2285.00000 9140.00| 2100.00000 8400.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 76.200 m | 33.00000 2514.60| 30.00000 2286.00| 30.00000 2286.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06729 6.000 EACH| 11.00000 66.00| 7.00000 42.00| 7.00000 42.00 BARRIER DELINEATOR | | | 0024 610-05527 1479.200 Mg | 50.00000 73960.00| 46.50000 68782.80| 45.25000 66933.80 HMA FOR APPROACHES | | | 0025 610-06257 402.600 m2 | 53.00000 21337.80| 62.93000 25335.62| 65.00000 26169.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 615-06490 25.000 EACH| 110.00000 2750.00| 102.00000 2550.00| 102.00000 2550.00 RIGHT OF WAY MARKER | | | 0027 615-06505 8.000 EACH| 460.00000 3680.00| 425.00000 3400.00| 425.00000 3400.00 MONUMENT, B | | | 0028 616-02320 1417.000 m2 | 2.00000 2834.00| 2.04000 2890.68| 2.00000 2834.00 GEOTEXTILES | | | 0029 616-06405 1012.000 Mg | 22.00000 22264.00| 19.88000 20118.56| 20.00000 20240.00 RIPRAP, REVETMENT | | | 0030 621-01004 3.000 EACH| 325.00000 975.00| 300.00000 900.00| 670.00000 2010.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01371 76.000 kg | 11.00000 836.00| 10.10000 767.60| 10.25000 779.00 SEED MIXTURE, LEGUME, 2 | | | 0032 621-01882 5.600 kg | 10.00000 56.00| 9.10000 50.96| 10.90000 61.04 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0033 621-06545 2.000 Mg | 680.00000 1360.00| 624.00000 1248.00| 575.00000 1150.00 FERTILIZER | | | 0034 621-06553 303.000 kg | 7.00000 2121.00| 6.56000 1987.68| 8.70000 2636.10 SEED MIXTURE, R | | | 0035 621-06565 9.800 Mg | 520.00000 5096.00| 476.00000 4664.80| 490.00000 4802.00 MULCHING MATERIAL | | | 0036 621-06567 34.000 kL | 0.60000 20.40| 0.55000 18.70| 0.50000 17.00 WATER | | | 0037 621-06575 1915.000 m2 | 4.75000 9096.25| 3.38000 6472.70| 3.50000 6702.50 SODDING, NURSERY | | | 0038 622-52436 8.000 EACH| 22.00000 176.00| 20.00000 160.00| 25.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 500.000 EACH| 9.00000 4500.00| 8.35000 4175.00| 10.00000 5000.00 SEEDLING | | | 0040 622-98200 4.000 EACH| 22.00000 88.00| 20.00000 80.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1385672 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 701-51195 111.000 m | 210.00000 23310.00| 85.51000 9491.61| 160.00000 17760.00 PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 36.000 EACH| 118.00000 4248.00| 82.80000 2980.80| 125.00000 4500.00 PILE TIP, STEEL H | | | 0043 701-92043 30.400 m | 1125.00000 34200.00| 1183.04000 35964.42| 600.00000 18240.00 CORED HOLE IN ROCK, 457 mm | | | 0044 701-97874 140.800 m | 195.00000 27456.00| 210.70000 29666.56| 500.00000 70400.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0045 703-51030 26012.000 kg | 1.00000 26012.00| 1.07000 27832.84| 1.20000 31214.40 REINFORCING STEEL | | | 0046 703-51032 21935.000 kg | 1.25000 27418.75| 1.25000 27418.75| 1.40000 30709.00 REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 338.800 m3 | 560.00000 189728.00| 497.84000 168668.19| 550.00000 186340.00 CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-05732 4.000 EACH| 1670.00000 6680.00| 1300.00000 5200.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0049 706-51020 14.900 m3 | 620.00000 9238.00| 526.00000 7837.40| 550.00000 8195.00 CONCRETE, C, RAILING | | | 0050 709-51821 LUMP| 3190.00000 3190.00| 3190.00000 3190.00| 2700.00000 2700.00 SURFACE SEAL | | | 0051 713-91028 LUMP| 9000.00000 9000.00| 8802.40000 8802.40| 7500.00000 7500.00 TEMPORARY RUNAROUND , LINE A | | | 0052 713-91028 LUMP| 13500.00000 13500.00| 16958.27000 16958.27| 9000.00000 9000.00 TEMPORARY RUNAROUND , LINE TRB | | | 0053 714-06056 16.500 m | 1725.00000 28462.50| 2156.06000 35574.99| 3000.00000 49500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0054 715-05048 115.000 m | 18.00000 2070.00| 27.80000 3197.00| 16.50000 1897.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05168 8.000 m | 56.00000 448.00| 172.42000 1379.36| 75.00000 600.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0056 715-05173 20.500 m | 123.00000 2521.50| 104.85000 2149.43| 100.00000 2050.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0057 715-46000 2.000 EACH| 235.00000 470.00| 352.33000 704.66| 225.00000 450.00 PIPE END SECTION, 300 mm , LINE A | | | 0058 715-46020 2.000 EACH| 340.00000 680.00| 398.37000 796.74| 325.00000 650.00 PIPE END SECTION, 600 mm , LINE TRB | | | 0059 728-98377 LUMP| 1610.00000 1610.00| 1610.00000 1610.00| 1400.00000 1400.00 MASONRY COATING | | | 0060 801-04308 6.000 EACH| 110.00000 660.00| 100.00000 600.00| 100.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1385672 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06203 1274.000 m | 0.30000 382.20| 0.26000 331.24| 0.26000 331.24 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 5050.000 m | 3.30000 16665.00| 3.05000 15402.50| 3.05000 15402.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06605 12.000 EACH| 70.00000 840.00| 65.00000 780.00| 65.00000 780.00 BARRICADE, IIIA | | | 0064 801-06606 2.000 EACH| 82.00000 164.00| 75.00000 150.00| 75.00000 150.00 BARRICADE, IIIB | | | 0065 801-06625 8.000 EACH| 100.00000 800.00| 93.00000 744.00| 93.00000 744.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 25.500 EACH| 131.00000 3340.50| 120.00000 3060.00| 120.00000 3060.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 8.000 EACH| 33.00000 264.00| 30.00000 240.00| 30.00000 240.00 CONSTRUCTION SIGN, B | | | 0068 801-06649 21.000 EACH| 20.00000 420.00| 15.00000 315.00| 15.00000 315.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 801-06775 LUMP| 18000.00000 18000.00| 12614.45000 12614.45| 12500.00000 12500.00 MAINTAINING TRAFFIC , LINE A | | | 0070 801-06775 LUMP| 4600.00000 4600.00| 11473.14000 11473.14| 7500.00000 7500.00 MAINTAINING TRAFFIC , LINE TRB | | | 0071 802-76025 2.138 m2 | 235.00000 502.43| 215.19000 460.08| 216.00000 461.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 802-76035 2.430 m2 | 202.00000 490.86| 186.20000 452.47| 186.20000 452.47 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0073 802-76055 37.500 m | 14.00000 525.00| 12.30000 461.25| 12.30000 461.25 SIGN POST, A | | | 0074 802-76065 10.600 m | 18.00000 190.80| 16.50000 174.90| 16.50000 174.90 SIGN POST, B | | | 0075 804-06725 20.000 EACH| 20.00000 400.00| 18.00000 360.00| 18.00000 360.00 DELINEATOR WITH POST, D1, 75 mm | | | 0076 808-01226 59.000 EACH| 30.00000 1770.00| 26.50000 1563.50| 26.50000 1563.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0077 808-06701 38.000 m | 2.00000 76.00| 1.80000 68.40| 1.80000 68.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm , LINE A | | | 0078 808-06703 96.000 m | 2.00000 192.00| 1.64000 157.44| 1.64000 157.44 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1385672 |(6) 35-2040801 |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-06713 1405.000 m | 0.30000 421.50| 0.26000 365.30| 0.26000 365.30 LINE, PAINT, SOLID, WHITE, 100 mm , | | | LINE TRB | | | 0080 808-06723 2.000 EACH| 50.00000 100.00| 40.00000 80.00| 40.00000 80.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0081 808-06724 2.000 EACH| 60.00000 120.00| 55.00000 110.00| 55.00000 110.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0082 808-06726 31.000 m | 3.00000 93.00| 2.20000 68.20| 2.20000 68.20 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75245 1380.000 m | 1.25000 1725.00| 1.15000 1587.00| 1.15000 1587.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0084 808-75996 59.000 EACH| 44.00000 2596.00| 25.00000 1475.00| 10.00000 590.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0085 211-02060 30.600 m3 | 33.00000 1009.80| 28.00000 856.80| 35.00000 1071.00 B BORROW FOR STRUCTURE BACKFILL | | | 0086 202-51330 LUMP| 3157.00000 3157.00| 14472.73000 14472.73| 9000.00000 9000.00 PRESENT STRUCTURE, REMOVE | | | SECTION TOTALS | $ 1,026,313.39| $ 1,028,301.07| $ 1,049,679.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,026,313.39| $ 1,028,301.07| $ 1,049,679.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1917625 |(9) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1100.00000 13200.00| 2890.19000 34682.28| 1950.00000 23400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 15700.00000 15700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 53000.00000 53000.00| 54500.00000 54500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 10000.00000 10000.00| 21800.00000 21800.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 260.000 m2 | 7.50000 1950.00| 6.74000 1752.40| 16.00000 4160.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 7304.000 m3 | 13.00000 94952.00| 8.16000 59600.64| 12.00000 87648.00 EXCAVATION, COMMON | | | 0007 203-02070 3026.000 m3 | 14.00000 42364.00| 18.00000 54468.00| 13.00000 39338.00 BORROW | | | 0008 203-51223 419.400 m3 | 12.00000 5032.80| 8.95000 3753.63| 20.00000 8388.00 EXCAVATION, WATERWAY | | | 0009 205-06931 74.000 Mg | 24.00000 1776.00| 64.79000 4794.46| 17.00000 1258.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 620.000 m | 6.00000 3720.00| 7.42000 4600.40| 5.00000 3100.00 TEMPORARY SILT FENCE | | | 0011 213-52830 19.000 m3 | 150.00000 2850.00| 205.14000 3897.66| 80.00000 1520.00 FLOWABLE MORTAR | | | 0012 303-52308 3879.200 Mg | 14.50000 56248.40| 14.15000 54890.68| 14.75000 57218.20 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05468 535.000 Mg | 39.00000 20865.00| 40.07000 21437.45| 43.00000 23005.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 1080.000 Mg | 37.00000 39960.00| 36.19000 39085.20| 43.00000 46440.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 372.300 Mg | 46.00000 17125.80| 38.55000 14352.17| 50.00000 18615.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 342.900 Mg | 41.00000 14058.90| 35.19000 12066.65| 42.00000 14401.80 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 1906.000 m2 | 3.25000 6194.50| 1.99000 3792.94| 2.50000 4765.00 SEAL COAT, 2 | | | 0018 405-05517 9.000 Mg | 200.00000 1800.00| 449.52000 4045.68| 250.00000 2250.00 ASPHALT FOR PRIME COAT | | | 0019 406-05520 5.000 Mg | 370.00000 1850.00| 189.49000 947.45| 200.00000 1000.00 ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1300.00000 5200.00| 1210.49000 4841.96| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1917625 |(9) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 4.000 EACH| 2300.00000 9200.00| 2210.46000 8841.84| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 76.200 m | 32.00000 2438.40| 31.58000 2406.40| 30.00000 2286.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06729 6.000 EACH| 8.20000 49.20| 7.37000 44.22| 8.00000 48.00 BARRIER DELINEATOR | | | 0024 610-05527 1479.200 Mg | 44.00000 65084.80| 41.51000 61401.59| 41.00000 60647.20 HMA FOR APPROACHES | | | 0025 610-06257 402.600 m2 | 46.00000 18519.60| 77.28000 31112.93| 69.00000 27779.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 615-06490 25.000 EACH| 110.00000 2750.00| 107.37000 2684.25| 102.00000 2550.00 RIGHT OF WAY MARKER | | | 0027 615-06505 8.000 EACH| 450.00000 3600.00| 447.36000 3578.88| 425.00000 3400.00 MONUMENT, B | | | 0028 616-02320 1417.000 m2 | 4.50000 6376.50| 2.23000 3159.91| 2.00000 2834.00 GEOTEXTILES | | | 0029 616-06405 1012.000 Mg | 16.80000 17001.60| 23.41000 23690.92| 20.00000 20240.00 RIPRAP, REVETMENT | | | 0030 621-01004 3.000 EACH| 330.00000 990.00| 315.78000 947.34| 300.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01371 76.000 kg | 10.50000 798.00| 10.63000 807.88| 10.10000 767.60 SEED MIXTURE, LEGUME, 2 | | | 0032 621-01882 5.600 kg | 9.50000 53.20| 9.58000 53.65| 9.10000 50.96 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0033 621-06545 2.000 Mg | 650.00000 1300.00| 656.82000 1313.64| 624.00000 1248.00 FERTILIZER | | | 0034 621-06553 303.000 kg | 6.90000 2090.70| 6.91000 2093.73| 7.00000 2121.00 SEED MIXTURE, R | | | 0035 621-06565 9.800 Mg | 500.00000 4900.00| 501.04000 4910.19| 476.00000 4664.80 MULCHING MATERIAL | | | 0036 621-06567 34.000 kL | 0.60000 20.40| 0.58000 19.72| 0.55000 18.70 WATER | | | 0037 621-06575 1915.000 m2 | 3.60000 6894.00| 4.35000 8330.25| 3.50000 6702.50 SODDING, NURSERY | | | 0038 622-52436 8.000 EACH| 21.00000 168.00| 21.05000 168.40| 20.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 500.000 EACH| 8.80000 4400.00| 8.79000 4395.00| 8.50000 4250.00 SEEDLING | | | 0040 622-98200 4.000 EACH| 21.00000 84.00| 21.05000 84.20| 20.00000 80.00 SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1917625 |(9) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 701-51195 111.000 m | 145.00000 16095.00| 137.22000 15231.42| 220.00000 24420.00 PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 36.000 EACH| 100.00000 3600.00| 166.75000 6003.00| 95.00000 3420.00 PILE TIP, STEEL H | | | 0043 701-92043 30.400 m | 900.00000 27360.00| 1388.11000 42198.54| 600.00000 18240.00 CORED HOLE IN ROCK, 457 mm | | | 0044 701-97874 140.800 m | 280.00000 39424.00| 310.00000 43648.00| 240.00000 33792.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0045 703-51030 26012.000 kg | 1.25000 32515.00| 1.14000 29653.68| 1.00000 26012.00 REINFORCING STEEL | | | 0046 703-51032 21935.000 kg | 1.40000 30709.00| 1.38000 30270.30| 1.15000 25225.25 REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 338.800 m3 | 380.00000 128744.00| 425.00000 143990.00| 670.00000 226996.00 CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-05732 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1450.00000 5800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0049 706-51020 14.900 m3 | 525.00000 7822.50| 525.00000 7822.50| 575.00000 8567.50 CONCRETE, C, RAILING | | | 0050 709-51821 LUMP| 3500.00000 3500.00| 3684.10000 3684.10| 2300.00000 2300.00 SURFACE SEAL | | | 0051 713-91028 LUMP| 5000.00000 5000.00| 3200.00000 3200.00| 17400.00000 17400.00 TEMPORARY RUNAROUND , LINE A | | | 0052 713-91028 LUMP| 35000.00000 35000.00| 33000.00000 33000.00| 14000.00000 14000.00 TEMPORARY RUNAROUND , LINE TRB | | | 0053 714-06056 16.500 m | 2500.00000 41250.00| 3820.34000 63035.61| 2450.00000 40425.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0054 715-05048 115.000 m | 37.00000 4255.00| 17.37000 1997.55| 11.00000 1265.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05168 8.000 m | 110.00000 880.00| 78.95000 631.60| 70.00000 560.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0056 715-05173 20.500 m | 155.00000 3177.50| 105.26000 2157.83| 110.00000 2255.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0057 715-46000 2.000 EACH| 215.00000 430.00| 236.84000 473.68| 300.00000 600.00 PIPE END SECTION, 300 mm , LINE A | | | 0058 715-46020 2.000 EACH| 275.00000 550.00| 342.10000 684.20| 350.00000 700.00 PIPE END SECTION, 600 mm , LINE TRB | | | 0059 728-98377 LUMP| 3500.00000 3500.00| 1263.12000 1263.12| 2241.00000 2241.00 MASONRY COATING | | | 0060 801-04308 6.000 EACH| 115.00000 690.00| 105.26000 631.56| 120.00000 720.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1917625 |(9) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06203 1274.000 m | 0.35000 445.90| 0.27000 343.98| 1.00000 1274.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 5050.000 m | 3.40000 17170.00| 3.21000 16210.50| 3.00000 15150.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06605 12.000 EACH| 75.00000 900.00| 68.42000 821.04| 80.00000 960.00 BARRICADE, IIIA | | | 0064 801-06606 2.000 EACH| 85.00000 170.00| 78.95000 157.90| 80.00000 160.00 BARRICADE, IIIB | | | 0065 801-06625 8.000 EACH| 110.00000 880.00| 97.89000 783.12| 70.00000 560.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 25.500 EACH| 130.00000 3315.00| 126.31000 3220.91| 80.00000 2040.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 8.000 EACH| 32.00000 256.00| 31.58000 252.64| 30.00000 240.00 CONSTRUCTION SIGN, B | | | 0068 801-06649 21.000 EACH| 17.00000 357.00| 15.79000 331.59| 15.00000 315.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 801-06775 LUMP| 16000.00000 16000.00| 30449.49000 30449.49| 15000.00000 15000.00 MAINTAINING TRAFFIC , LINE A | | | 0070 801-06775 LUMP| 8000.00000 8000.00| 8400.00000 8400.00| 1500.00000 1500.00 MAINTAINING TRAFFIC , LINE TRB | | | 0071 802-76025 2.138 m2 | 225.00000 481.05| 226.51000 484.28| 217.00000 463.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 802-76035 2.430 m2 | 210.00000 510.30| 196.00000 476.28| 187.00000 454.41 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0073 802-76055 37.500 m | 13.50000 506.25| 12.95000 485.63| 12.30000 461.25 SIGN POST, A | | | 0074 802-76065 10.600 m | 17.50000 185.50| 17.37000 184.12| 16.50000 174.90 SIGN POST, B | | | 0075 804-06725 20.000 EACH| 19.00000 380.00| 18.95000 379.00| 18.00000 360.00 DELINEATOR WITH POST, D1, 75 mm | | | 0076 808-01226 59.000 EACH| 42.00000 2478.00| 42.10000 2483.90| 40.00000 2360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0077 808-06701 38.000 m | 2.00000 76.00| 1.89000 71.82| 1.35000 51.30 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm , LINE A | | | 0078 808-06703 96.000 m | 1.75000 168.00| 1.73000 166.08| 1.35000 129.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1917625 |(9) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-06713 1405.000 m | 0.30000 421.50| 0.27000 379.35| 0.80000 1124.00 LINE, PAINT, SOLID, WHITE, 100 mm , | | | LINE TRB | | | 0080 808-06723 2.000 EACH| 45.00000 90.00| 42.11000 84.22| 30.00000 60.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0081 808-06724 2.000 EACH| 60.00000 120.00| 57.90000 115.80| 40.00000 80.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0082 808-06726 31.000 m | 2.50000 77.50| 2.32000 71.92| 6.50000 201.50 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75245 1380.000 m | 1.30000 1794.00| 1.21000 1669.80| 1.35000 1863.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0084 808-75996 59.000 EACH| 11.00000 649.00| 5.26000 310.34| 23.00000 1357.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0085 211-02060 30.600 m3 | 40.00000 1224.00| 35.00000 1071.00| 28.00000 856.80 B BORROW FOR STRUCTURE BACKFILL | | | 0086 202-51330 LUMP| 30000.00000 30000.00| 11193.03000 11193.03| 9000.00000 9000.00 PRESENT STRUCTURE, REMOVE | | | SECTION TOTALS | $ 1,066,422.80| $ 1,086,029.02| $ 1,093,390.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,066,422.80| $ 1,086,029.02| $ 1,093,390.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1310611 | | |ROBERTSON, DUNCAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 260.000 m2 | 8.00000 2080.00| | SURFACE MILLING, ASPHALT | | | 0006 203-02000 7304.000 m3 | 10.00000 73040.00| | EXCAVATION, COMMON | | | 0007 203-02070 3026.000 m3 | 15.00000 45390.00| | BORROW | | | 0008 203-51223 419.400 m3 | 10.00000 4194.00| | EXCAVATION, WATERWAY | | | 0009 205-06931 74.000 Mg | 25.00000 1850.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 620.000 m | 3.00000 1860.00| | TEMPORARY SILT FENCE | | | 0011 213-52830 19.000 m3 | 150.00000 2850.00| | FLOWABLE MORTAR | | | 0012 303-52308 3879.200 Mg | 15.00000 58188.00| | COMPACTED AGGREGATE, O, 53 | | | 0013 402-05468 535.000 Mg | 44.00000 23540.00| | HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 1080.000 Mg | 38.50000 41580.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 372.300 Mg | 49.50000 18428.85| | HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 342.900 Mg | 44.00000 15087.60| | HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 1906.000 m2 | 2.00000 3812.00| | SEAL COAT, 2 | | | 0018 405-05517 9.000 Mg | 330.00000 2970.00| | ASPHALT FOR PRIME COAT | | | 0019 406-05520 5.000 Mg | 203.50000 1017.50| | ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1210.00000 4840.00| | GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1310611 | | |ROBERTSON, DUNCAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 4.000 EACH| 2420.00000 9680.00| | GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 76.200 m | 39.00000 2971.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06729 6.000 EACH| 8.00000 48.00| | BARRIER DELINEATOR | | | 0024 610-05527 1479.200 Mg | 51.15000 75661.08| | HMA FOR APPROACHES | | | 0025 610-06257 402.600 m2 | 60.00000 24156.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 615-06490 25.000 EACH| 121.00000 3025.00| | RIGHT OF WAY MARKER | | | 0027 615-06505 8.000 EACH| 550.00000 4400.00| | MONUMENT, B | | | 0028 616-02320 1417.000 m2 | 3.25000 4605.25| | GEOTEXTILES | | | 0029 616-06405 1012.000 Mg | 20.00000 20240.00| | RIPRAP, REVETMENT | | | 0030 621-01004 3.000 EACH| 330.00000 990.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01371 76.000 kg | 11.00000 836.00| | SEED MIXTURE, LEGUME, 2 | | | 0032 621-01882 5.600 kg | 10.00000 56.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0033 621-06545 2.000 Mg | 686.00000 1372.00| | FERTILIZER | | | 0034 621-06553 303.000 kg | 7.21000 2184.63| | SEED MIXTURE, R | | | 0035 621-06565 9.800 Mg | 523.60000 5131.28| | MULCHING MATERIAL | | | 0036 621-06567 34.000 kL | 0.60000 20.40| | WATER | | | 0037 621-06575 1915.000 m2 | 3.71000 7104.65| | SODDING, NURSERY | | | 0038 622-52436 8.000 EACH| 25.00000 200.00| | SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 500.000 EACH| 9.18000 4590.00| | SEEDLING | | | 0040 622-98200 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1310611 | | |ROBERTSON, DUNCAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 701-51195 111.000 m | 300.00000 33300.00| | PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 36.000 EACH| 100.00000 3600.00| | PILE TIP, STEEL H | | | 0043 701-92043 30.400 m | 1250.00000 38000.00| | CORED HOLE IN ROCK, 457 mm | | | 0044 701-97874 140.800 m | 300.00000 42240.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0045 703-51030 26012.000 kg | 1.25000 32515.00| | REINFORCING STEEL | | | 0046 703-51032 21935.000 kg | 1.35000 29612.25| | REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 338.800 m3 | 500.00000 169400.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0049 706-51020 14.900 m3 | 650.00000 9685.00| | CONCRETE, C, RAILING | | | 0050 709-51821 LUMP| 3000.00000 3000.00| | SURFACE SEAL | | | 0051 713-91028 LUMP| 40000.00000 40000.00| | TEMPORARY RUNAROUND , LINE A | | | 0052 713-91028 LUMP| 40000.00000 40000.00| | TEMPORARY RUNAROUND , LINE TRB | | | 0053 714-06056 16.500 m | 2500.00000 41250.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0054 715-05048 115.000 m | 10.00000 1150.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05168 8.000 m | 100.00000 800.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0056 715-05173 20.500 m | 100.00000 2050.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0057 715-46000 2.000 EACH| 200.00000 400.00| | PIPE END SECTION, 300 mm , LINE A | | | 0058 715-46020 2.000 EACH| 300.00000 600.00| | PIPE END SECTION, 600 mm , LINE TRB | | | 0059 728-98377 LUMP| 3000.00000 3000.00| | MASONRY COATING | | | 0060 801-04308 6.000 EACH| 110.00000 660.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1310611 | | |ROBERTSON, DUNCAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06203 1274.000 m | 0.30000 382.20| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 5050.000 m | 3.35000 16917.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06605 12.000 EACH| 75.00000 900.00| | BARRICADE, IIIA | | | 0064 801-06606 2.000 EACH| 85.00000 170.00| | BARRICADE, IIIB | | | 0065 801-06625 8.000 EACH| 102.00000 816.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 25.500 EACH| 132.00000 3366.00| | CONSTRUCTION SIGN, A | | | 0067 801-06645 8.000 EACH| 33.00000 264.00| | CONSTRUCTION SIGN, B | | | 0068 801-06649 21.000 EACH| 17.00000 357.00| | TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC , LINE A | | | 0070 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC , LINE TRB | | | 0071 802-76025 2.138 m2 | 319.00000 682.02| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 802-76035 2.430 m2 | 346.50000 841.99| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0073 802-76055 37.500 m | 14.20000 532.50| | SIGN POST, A | | | 0074 802-76065 10.600 m | 20.00000 212.00| | SIGN POST, B | | | 0075 804-06725 20.000 EACH| 17.60000 352.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0076 808-01226 59.000 EACH| 29.15000 1719.85| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0077 808-06701 38.000 m | 2.00000 76.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm , LINE A | | | 0078 808-06703 96.000 m | 1.80000 172.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 401 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,177,357.23 ROUTE : SR 39 CALL ORDER : 401 CONTRACT ID : B -24695-A COUNTIES : MORGAN LETTING DATE : 10/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1310611 | | |ROBERTSON, DUNCAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-06713 1405.000 m | 0.30000 421.50| | LINE, PAINT, SOLID, WHITE, 100 mm , | | | LINE TRB | | | 0080 808-06723 2.000 EACH| 44.00000 88.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0081 808-06724 2.000 EACH| 60.00000 120.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0082 808-06726 31.000 m | 2.50000 77.50| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75245 1380.000 m | 1.30000 1794.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0084 808-75996 59.000 EACH| 15.00000 885.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0085 211-02060 30.600 m3 | 30.00000 918.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0086 202-51330 LUMP| 20000.00000 20000.00| | PRESENT STRUCTURE, REMOVE | | | SECTION TOTALS | $ 1,149,228.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,149,228.15| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 105 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0674117 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,252,472.94 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 2,505,573.73 111.2365% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,544,438.70 112.9620% 4 35-1057871 SMOCK FANSLER CORPORATION $ 2,624,265.56 116.5059% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,893,668.39 128.4662% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-01925 20.000 MOS | 1500.00000 30000.00| 1200.00000 24000.00| 1267.51000 25350.20 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 28000.00000 28000.00| 25700.00000 25700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 112500.00000 112500.00| 125000.00000 125000.00| 110695.91000 110695.91 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10900.00000 10900.00| 25000.00000 25000.00| 26650.94000 26650.94 CLEARING RIGHT OF WAY | | | 0005 203-02000 6953.000 CYS | 5.00000 34765.00| 3.75000 26073.75| 13.39000 93100.67 EXCAVATION, COMMON | | | 0006 203-02070 52050.000 CYS | 5.50000 286275.00| 6.80000 353940.00| 5.37000 279508.50 BORROW | | | 0007 205-02224 3964.000 LFT | 1.60000 6342.40| 1.70000 6738.80| 1.55000 6144.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02227 1890.000 LFT | 1.25000 2362.50| 0.65000 1228.50| 2.48000 4687.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0009 205-02228 176.000 LFT | 15.00000 2640.00| 18.50000 3256.00| 19.31000 3398.56 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0010 205-02229 288.000 LFT | 3.50000 1008.00| 3.75000 1080.00| 3.40000 979.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 558.000 LFT | 14.00000 7812.00| 11.50000 6417.00| 17.06000 9519.48 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02234 5.000 EACH| 50.00000 250.00| 45.00000 225.00| 45.00000 225.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02237 2.000 EACH| 30.00000 60.00| 25.00000 50.00| 25.00000 50.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 207-02045 2200.700 CYS | 4.00000 8802.80| 4.75000 10453.33| 8.99000 19784.29 EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 211-02060 1900.000 CYS | 20.00000 38000.00| 20.00000 38000.00| 16.50000 31350.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-07051 154.000 TON | 320.00000 49280.00| 155.00000 23870.00| 104.00000 16016.00 BOULDERS , GLACIAL ERRATIC ON SLOPES | | | 0017 303-52308 4262.700 TON | 12.00000 51152.40| 16.50000 70334.55| 10.81000 46079.79 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 3146.000 TON | 26.50000 83369.00| 28.00000 88088.00| 27.80000 87458.80 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 3556.300 TON | 28.00000 99576.40| 30.00000 106689.00| 31.11000 110636.49 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 1031.400 TON | 35.00000 36099.00| 37.00000 38161.80| 39.86000 41111.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 381.300 TON | 31.00000 11820.30| 32.50000 12392.25| 37.17000 14172.92 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 2311.100 SYS | 1.40000 3235.54| 1.50000 3466.65| 2.23000 5153.75 SEAL COAT, 2 | | | 0023 405-05518 7150.000 SYS | 0.45000 3217.50| 0.48000 3432.00| 0.28000 2002.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 7.100 TON | 225.00000 1597.50| 230.00000 1633.00| 160.32000 1138.27 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1100.00000 4400.00| 1150.00000 4600.00| 1095.00000 4380.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-94689 4.000 EACH| 2500.00000 10000.00| 2055.00000 8220.00| 2050.00000 8200.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 900.000 LFT | 9.50000 8550.00| 8.50000 7650.00| 9.10000 8190.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 602-06729 10.000 EACH| 8.00000 80.00| 8.00000 80.00| 7.00000 70.00 BARRIER DELINEATOR | | | 0029 605-06145 555.000 LFT | 15.00000 8325.00| 23.00000 12765.00| 20.22000 11222.10 CURB AND GUTTER, B, CONCRETE | | | 0030 605-94082 2.000 EACH| 1500.00000 3000.00| 1800.00000 3600.00| 920.89000 1841.78 CURB TURNOUT, CONCRETE | | | 0031 607-06175 15.000 LFT | 50.00000 750.00| 45.00000 675.00| 81.86000 1227.90 GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 610-05527 290.700 TON | 50.00000 14535.00| 55.00000 15988.50| 65.87000 19148.41 HMA FOR APPROACHES | | | 0033 615-06505 3.000 EACH| 500.00000 1500.00| 450.00000 1350.00| 450.00000 1350.00 MONUMENT, B | | | 0034 616-02320 918.000 SYS | 2.00000 1836.00| 1.75000 1606.50| 1.40000 1285.20 GEOTEXTILES | | | 0035 616-06405 597.000 TON | 20.00000 11940.00| 24.50000 14626.50| 22.08000 13181.76 RIPRAP, REVETMENT | | | 0037 621-01004 6.000 EACH| 350.00000 2100.00| 400.00000 2400.00| 350.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-04258 157.900 LBS | 140.00000 22106.00| 135.00000 21316.50| 130.00000 20527.00 SEED MIXTURE | | | 0040 621-06545 1.900 TON | 600.00000 1140.00| 605.00000 1149.50| 595.00000 1130.50 FERTILIZER | | | 0041 621-06553 776.700 LBS | 5.00000 3883.50| 4.25000 3300.98| 4.00000 3106.80 SEED MIXTURE, R | | | 0042 621-06557 40.800 LBS | 10.00000 408.00| 10.25000 418.20| 9.50000 387.60 SEED MIXTURE, T | | | 0043 621-06565 10.100 TON | 470.00000 4747.00| 475.00000 4797.50| 460.00000 4646.00 MULCHING MATERIAL | | | 0044 621-06567 2.700 MG | 2.00000 5.40| 2.10000 5.67| 2.00000 5.40 WATER | | | 0045 621-06574 676.000 SYS | 4.50000 3042.00| 5.50000 3718.00| 4.15000 2805.40 SODDING | | | 0046 621-92968 46.200 LBS | 450.00000 20790.00| 455.00000 21021.00| 443.65000 20496.63 SEED MIXTURE, WILD FLOWER | | | 0048 622-01937 10535.000 EACH| 5.00000 52675.00| 5.00000 52675.00| 4.95000 52148.25 PLANT , WILD FLOWER, NATIVE GRASSES AND | | | FORBE PLUG PLANTING, 2 INCH POTS | | | 0053 622-05643 12.000 EACH| 300.00000 3600.00| 300.00000 3600.00| 290.00000 3480.00 PLANT, DECIDUOUS TREE, MULTI-STEM, 48 | | | IN. OR UNDER | | | 0054 622-05648 3.000 EACH| 300.00000 900.00| 295.00000 885.00| 270.00000 810.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | 1.25 IN. OR UNDER | | | 0055 622-05649 41.000 EACH| 360.00000 14760.00| 375.00000 15375.00| 355.00000 14555.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0056 622-05650 37.000 EACH| 500.00000 18500.00| 490.00000 18130.00| 480.00000 17760.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 622-52436 8.000 EACH| 30.00000 240.00| 28.00000 224.00| 20.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0058 702-51015 193.800 CYS | 430.00000 83334.00| 425.00000 82365.00| 395.00000 76551.00 CONCRETE, B, FOOTINGS | | | 0059 702-90915 60.400 CYS | 700.00000 42280.00| 600.00000 36240.00| 680.00000 41072.00 CONCRETE, A | | | 0060 703-51030 5004.000 LBS | 0.70000 3502.80| 0.55000 2752.20| 0.55000 2752.20 REINFORCING STEEL | | | 0061 703-51032 32584.000 LBS | 0.80000 26067.20| 0.65000 21179.60| 0.60000 19550.40 REINFORCING STEEL, EPOXY COATED | | | 0062 706-51020 68.000 CYS | 550.00000 37400.00| 425.00000 28900.00| 675.00000 45900.00 CONCRETE, C, RAILING | | | 0063 709-51821 LUMP| 1900.00000 1900.00| 1250.00000 1250.00| 2000.00000 2000.00 SURFACE SEAL | | | 0065 715-04857 2.000 EACH| 1100.00000 2200.00| 1250.00000 2500.00| 931.84000 1863.68 SAFETY METAL END SECTION, 4:1, 34 IN X | | | 22 IN, MIN AREA 4.1 SQ FT | | | 0066 715-05125 106.000 LFT | 50.00000 5300.00| 40.00000 4240.00| 47.50000 5035.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0067 715-05149 14.000 LFT | 27.00000 378.00| 23.00000 322.00| 64.01000 896.14 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0068 715-05151 138.000 LFT | 28.00000 3864.00| 23.00000 3174.00| 34.06000 4700.28 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0069 715-05152 162.000 LFT | 30.00000 4860.00| 25.00000 4050.00| 36.11000 5849.82 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0070 715-05169 45.000 LFT | 25.00000 1125.00| 26.00000 1170.00| 22.04000 991.80 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0071 715-05234 60.000 LFT | 95.00000 5700.00| 72.50000 4350.00| 52.24000 3134.40 PIPE, TYPE 1, DEFORMED, MIN. AREA 4.1 | | | SQ. FT. | | | 0072 715-44276 550.000 LFT | 2.00000 1100.00| 1.75000 962.50| 1.46000 803.00 PIPE, PVC, PERF., 4 IN. | | | 0073 715-46005 2.000 EACH| 350.00000 700.00| 250.00000 500.00| 257.16000 514.32 PIPE END SECTION, 15 IN. | | | 0074 715-46010 1.000 EACH| 360.00000 360.00| 275.00000 275.00| 300.58000 300.58 PIPE END SECTION, 18 IN. | | | 0075 715-46030 2.000 EACH| 750.00000 1500.00| 475.00000 950.00| 508.78000 1017.56 PIPE END SECTION, 30 IN. | | | 0076 720-45025 2.000 EACH| 1500.00000 3000.00| 1550.00000 3100.00| 2380.04000 4760.08 INLET, D6 | | | 0077 720-45400 2.000 EACH| 1800.00000 3600.00| 2000.00000 4000.00| 3395.64000 6791.28 MANHOLE, A4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 720-94612 1.000 EACH| 3300.00000 3300.00| 3200.00000 3200.00| 4853.54000 4853.54 MANHOLE, K4 | | | 0079 723-06927 72.000 LFT | 4300.00000 309600.00| 3850.00000 277200.00| 3990.00000 287280.00 STRUCTURE, PRECAST THREE-SIDED, 504 IN. | | | X 254 IN. | | | 0080 723-07015 72.000 LFT | 2500.00000 180000.00| 1165.00000 83880.00| 2385.00000 171720.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 225 IN. | | | 0081 731-07016 2688.000 SFT | 13.00000 34944.00| 10.00000 26880.00| 11.50000 30912.00 FACE PANELS, WIRE | | | 0082 731-93946 2688.000 SFT | 4.50000 12096.00| 9.00000 24192.00| 10.00000 26880.00 WALL ERECTION | | | 0083 731-93947 280.000 LFT | 20.00000 5600.00| 1.00000 280.00| 0.01000 2.80 LEVELING PAD, CONCRETE | | | 0084 801-04308 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 575.00000 1150.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06203 14276.000 LFT | 0.20000 2855.20| 0.25000 3569.00| 0.19000 2712.44 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0086 801-06605 8.000 EACH| 140.00000 1120.00| 200.00000 1600.00| 175.00000 1400.00 BARRICADE, IIIA | | | 0087 801-06640 18.000 EACH| 160.00000 2880.00| 175.00000 3150.00| 225.00000 4050.00 CONSTRUCTION SIGN, A | | | 0088 801-06645 16.000 EACH| 50.00000 800.00| 60.00000 960.00| 65.00000 1040.00 CONSTRUCTION SIGN, B | | | 0089 801-06649 84.000 EACH| 7.00000 588.00| 5.00000 420.00| 6.00000 504.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0090 801-06775 LUMP| 4000.00000 4000.00| 40000.00000 40000.00| 156169.20000 156169.20 MAINTAINING TRAFFIC | | | 0091 802-05704 52.000 LFT | 6.00000 312.00| 5.75000 299.00| 9.50000 494.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0092 802-76035 17.900 SFT | 15.00000 268.50| 15.50000 277.45| 14.50000 259.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0093 805-04593 145.000 LFT | 12.00000 1740.00| 5.50000 797.50| 12.05000 1747.25 CONDUIT, STEEL, GALVANIZED, 1.25 IN. | | | 0094 805-95568 120.000 LFT | 12.00000 1440.00| 5.00000 600.00| 11.50000 1380.00 CONDUIT, PVC, 4 IN. | | | 0095 808-06703 6700.000 LFT | 0.30000 2010.00| 0.30000 2010.00| 0.27000 1809.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0096 808-75245 6700.000 LFT | 0.30000 2010.00| 0.30000 2010.00| 0.27000 1809.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 205-02232 18.000 CYS | 20.00000 360.00| 100.00000 1800.00| 107.26000 1930.68 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0098 713-51334 LUMP| 90000.00000 90000.00| 155261.00000 155261.00| 7849.20000 7849.20 TEMPORARY PIPE AND APPROACHES | | | 0099 108-01614 LUMP| 8500.00000 8500.00| 10500.00000 10500.00| 6600.00000 6600.00 PARTNERING OVERHEAD | | | 0100 605-04742 LUMP| 220000.00000 220000.00| 420000.00000 420000.00| 412000.00000 412000.00 WALL , GLACIAL ERRATIC BOULDER MASONRY | | | VENEER | | | 0101 621-06570 500.000 CYS | 20.00000 10000.00| 25.00000 12500.00| 21.39000 10695.00 TOP SOIL | | | 0102 616-06395 89.000 SYS | 100.00000 8900.00| 150.00000 13350.00| 102.00000 9078.00 RIPRAP , HAND LAID BOULDER | | | 0103 808-06716 250.000 LFT | 2.00000 500.00| 1.00000 250.00| 2.00000 500.00 LINE, REMOVE | | | SECTION TOTALS | $ 2,252,472.94| $ 2,505,573.73| $ 2,544,438.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,252,472.94| $ 2,505,573.73| $ 2,544,438.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1618530 | |SMOCK FANSLER CORPORATION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-01925 20.000 MOS | 1400.00000 28000.00| 1300.00000 26000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 32000.00000 32000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 124000.00000 124000.00| 146600.00000 146600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 14600.00000 14600.00| CLEARING RIGHT OF WAY | | | 0005 203-02000 6953.000 CYS | 6.00000 41718.00| 4.50000 31288.50| EXCAVATION, COMMON | | | 0006 203-02070 52050.000 CYS | 7.69000 400264.50| 7.50000 390375.00| BORROW | | | 0007 205-02224 3964.000 LFT | 1.80000 7135.20| 1.80000 7135.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02227 1890.000 LFT | 4.00000 7560.00| 2.00000 3780.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0009 205-02228 176.000 LFT | 14.00000 2464.00| 22.00000 3872.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0010 205-02229 288.000 LFT | 5.00000 1440.00| 3.80000 1094.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 558.000 LFT | 13.00000 7254.00| 25.00000 13950.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 5.000 EACH| 50.00000 250.00| 52.00000 260.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 205-02237 2.000 EACH| 30.00000 60.00| 35.00000 70.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 207-02045 2200.700 CYS | 2.00000 4401.40| 10.50000 23107.35| EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 211-02060 1900.000 CYS | 15.00000 28500.00| 16.00000 30400.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-07051 154.000 TON | 156.00000 24024.00| 220.00000 33880.00| BOULDERS , GLACIAL ERRATIC ON SLOPES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1618530 | |SMOCK FANSLER CORPORATION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 303-52308 4262.700 TON | 14.00000 59677.80| 12.00000 51152.40| COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 3146.000 TON | 28.00000 88088.00| 28.00000 88088.00| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 3556.300 TON | 30.00000 106689.00| 30.00000 106689.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 1031.400 TON | 37.00000 38161.80| 37.00000 38161.80| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 381.300 TON | 33.00000 12582.90| 33.00000 12582.90| HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 2311.100 SYS | 1.50000 3466.65| 1.60000 3697.76| SEAL COAT, 2 | | | 0023 405-05518 7150.000 SYS | 0.47000 3360.50| 0.50000 3575.00| ASPHALT FOR PRIME COAT | | | 0024 406-05520 7.100 TON | 236.00000 1675.60| 250.00000 1775.00| ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1207.00000 4828.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-94689 4.000 EACH| 2158.00000 8632.00| 2200.00000 8800.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 900.000 LFT | 9.00000 8100.00| 9.00000 8100.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 602-06729 10.000 EACH| 110.00000 1100.00| 5.50000 55.00| BARRIER DELINEATOR | | | 0029 605-06145 555.000 LFT | 23.00000 12765.00| 18.00000 9990.00| CURB AND GUTTER, B, CONCRETE | | | 0030 605-94082 2.000 EACH| 800.00000 1600.00| 700.00000 1400.00| CURB TURNOUT, CONCRETE | | | 0031 607-06175 15.000 LFT | 30.00000 450.00| 55.00000 825.00| GUTTER, CONCRETE | | | 0032 610-05527 290.700 TON | 52.00000 15116.40| 51.00000 14825.70| HMA FOR APPROACHES | | | 0033 615-06505 3.000 EACH| 500.00000 1500.00| 460.00000 1380.00| MONUMENT, B | | | 0034 616-02320 918.000 SYS | 2.50000 2295.00| 1.80000 1652.40| GEOTEXTILES | | | 0035 616-06405 597.000 TON | 22.00000 13134.00| 22.00000 13134.00| RIPRAP, REVETMENT | | | 0037 621-01004 6.000 EACH| 368.00000 2208.00| 350.00000 2100.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1618530 | |SMOCK FANSLER CORPORATION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-04258 157.900 LBS | 137.00000 21632.30| 130.00000 20527.00| SEED MIXTURE | | | 0040 621-06545 1.900 TON | 625.00000 1187.50| 600.00000 1140.00| FERTILIZER | | | 0041 621-06553 776.700 LBS | 4.50000 3495.15| 4.20000 3262.14| SEED MIXTURE, R | | | 0042 621-06557 40.800 LBS | 10.00000 408.00| 8.80000 359.04| SEED MIXTURE, T | | | 0043 621-06565 10.100 TON | 483.00000 4878.30| 470.00000 4747.00| MULCHING MATERIAL | | | 0044 621-06567 2.700 MG | 2.20000 5.94| 2.00000 5.40| WATER | | | 0045 621-06574 676.000 SYS | 4.36000 2947.36| 4.20000 2839.20| SODDING | | | 0046 621-92968 46.200 LBS | 466.00000 21529.20| 450.00000 20790.00| SEED MIXTURE, WILD FLOWER | | | 0048 622-01937 10535.000 EACH| 5.20000 54782.00| 5.30000 55835.50| PLANT , WILD FLOWER, NATIVE GRASSES AND | | | FORBE PLUG PLANTING, 2 INCH POTS | | | 0053 622-05643 12.000 EACH| 305.00000 3660.00| 300.00000 3600.00| PLANT, DECIDUOUS TREE, MULTI-STEM, 48 | | | IN. OR UNDER | | | 0054 622-05648 3.000 EACH| 284.00000 852.00| 280.00000 840.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | 1.25 IN. OR UNDER | | | 0055 622-05649 41.000 EACH| 373.00000 15293.00| 360.00000 14760.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0056 622-05650 37.000 EACH| 504.00000 18648.00| 500.00000 18500.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0057 622-52436 8.000 EACH| 29.00000 232.00| 30.00000 240.00| SIGN, DO NOT MOW OR SPRAY | | | 0058 702-51015 193.800 CYS | 460.00000 89148.00| 280.00000 54264.00| CONCRETE, B, FOOTINGS | | | 0059 702-90915 60.400 CYS | 380.00000 22952.00| 750.00000 45300.00| CONCRETE, A | | | 0060 703-51030 5004.000 LBS | 1.00000 5004.00| 0.70000 3502.80| REINFORCING STEEL | | | 0061 703-51032 32584.000 LBS | 1.25000 40730.00| 0.78000 25415.52| REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1618530 | |SMOCK FANSLER CORPORATION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 706-51020 68.000 CYS | 650.00000 44200.00| 370.00000 25160.00| CONCRETE, C, RAILING | | | 0063 709-51821 LUMP| 2200.00000 2200.00| 2500.00000 2500.00| SURFACE SEAL | | | 0065 715-04857 2.000 EACH| 900.00000 1800.00| 500.00000 1000.00| SAFETY METAL END SECTION, 4:1, 34 IN X | | | 22 IN, MIN AREA 4.1 SQ FT | | | 0066 715-05125 106.000 LFT | 50.00000 5300.00| 60.00000 6360.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0067 715-05149 14.000 LFT | 35.00000 490.00| 35.00000 490.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0068 715-05151 138.000 LFT | 30.00000 4140.00| 20.00000 2760.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0069 715-05152 162.000 LFT | 32.00000 5184.00| 22.00000 3564.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0070 715-05169 45.000 LFT | 30.00000 1350.00| 26.00000 1170.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0071 715-05234 60.000 LFT | 77.00000 4620.00| 75.00000 4500.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 4.1 | | | SQ. FT. | | | 0072 715-44276 550.000 LFT | 5.00000 2750.00| 7.00000 3850.00| PIPE, PVC, PERF., 4 IN. | | | 0073 715-46005 2.000 EACH| 400.00000 800.00| 180.00000 360.00| PIPE END SECTION, 15 IN. | | | 0074 715-46010 1.000 EACH| 420.00000 420.00| 250.00000 250.00| PIPE END SECTION, 18 IN. | | | 0075 715-46030 2.000 EACH| 877.00000 1754.00| 400.00000 800.00| PIPE END SECTION, 30 IN. | | | 0076 720-45025 2.000 EACH| 1750.00000 3500.00| 1350.00000 2700.00| INLET, D6 | | | 0077 720-45400 2.000 EACH| 2337.00000 4674.00| 1100.00000 2200.00| MANHOLE, A4 | | | 0078 720-94612 1.000 EACH| 3854.00000 3854.00| 1820.00000 1820.00| MANHOLE, K4 | | | 0079 723-06927 72.000 LFT | 4333.00000 311976.00| 4000.00000 288000.00| STRUCTURE, PRECAST THREE-SIDED, 504 IN. | | | X 254 IN. | | | 0080 723-07015 72.000 LFT | 2736.00000 196992.00| 2400.00000 172800.00| STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 225 IN. | | | 0081 731-07016 2688.000 SFT | 13.00000 34944.00| 16.00000 43008.00| FACE PANELS, WIRE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1618530 | |SMOCK FANSLER CORPORATION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 731-93946 2688.000 SFT | 10.00000 26880.00| 6.00000 16128.00| WALL ERECTION | | | 0083 731-93947 280.000 LFT | 51.00000 14280.00| 0.01000 2.80| LEVELING PAD, CONCRETE | | | 0084 801-04308 2.000 EACH| 633.00000 1266.00| 200.00000 400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06203 14276.000 LFT | 0.21000 2997.96| 0.18000 2569.68| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0086 801-06605 8.000 EACH| 193.00000 1544.00| 105.00000 840.00| BARRICADE, IIIA | | | 0087 801-06640 18.000 EACH| 248.00000 4464.00| 110.00000 1980.00| CONSTRUCTION SIGN, A | | | 0088 801-06645 16.000 EACH| 72.00000 1152.00| 40.00000 640.00| CONSTRUCTION SIGN, B | | | 0089 801-06649 84.000 EACH| 7.00000 588.00| 4.00000 336.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0090 801-06775 LUMP| 8000.00000 8000.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0091 802-05704 52.000 LFT | 7.00000 364.00| 9.00000 468.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0092 802-76035 17.900 SFT | 19.00000 340.10| 16.00000 286.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0093 805-04593 145.000 LFT | 10.00000 1450.00| 5.50000 797.50| CONDUIT, STEEL, GALVANIZED, 1.25 IN. | | | 0094 805-95568 120.000 LFT | 12.00000 1440.00| 9.20000 1104.00| CONDUIT, PVC, 4 IN. | | | 0095 808-06703 6700.000 LFT | 0.31000 2077.00| 0.30000 2010.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0096 808-75245 6700.000 LFT | 0.31000 2077.00| 0.30000 2010.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0097 205-02232 18.000 CYS | 40.00000 720.00| 90.00000 1620.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0098 713-51334 LUMP| 66000.00000 66000.00| 127000.00000 127000.00| TEMPORARY PIPE AND APPROACHES | | | 0099 108-01614 LUMP| 22000.00000 22000.00| 8500.00000 8500.00| PARTNERING OVERHEAD | | | 0100 605-04742 LUMP| 383000.00000 383000.00| 708000.00000 708000.00| WALL , GLACIAL ERRATIC BOULDER MASONRY | | | VENEER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 411 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,280,477.22 ROUTE : SR 225 CALL ORDER : 411 CONTRACT ID : B -25323-A COUNTIES : TIPPECANOE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1618530 | |SMOCK FANSLER CORPORATION |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 621-06570 500.000 CYS | 12.00000 6000.00| 16.00000 8000.00| TOP SOIL | | | 0102 616-06395 89.000 SYS | 294.00000 26166.00| 115.00000 10235.00| RIPRAP , HAND LAID BOULDER | | | 0103 808-06716 250.000 LFT | 2.50000 625.00| 0.50000 125.00| LINE, REMOVE | | | SECTION TOTALS | $ 2,624,265.56| $ 2,893,668.39| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,624,265.56| $ 2,893,668.39| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/29/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0703216 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 491,778.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 495,445.68 100.7456% 3 35-1609544 SCHUTT-LOOKABILL CO $ 524,062.07 106.5646% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 528,480.88 107.4631% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 544,782.77 110.7780% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 556,907.71 113.2435% 7 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 589,106.70 119.7910% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 598,555.50 121.7123% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1917625 |(3) 35-1609544 |STRUCTURE CONTRACTORS |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 750.00000 4500.00| 1700.00000 10200.00| 2000.00000 12000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 50.00000 50.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24400.00000 24400.00| 24000.00000 24000.00| 26200.00000 26200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 571.200 SYS | 25.00000 14280.00| 17.00000 9710.40| 8.00000 4569.60 PAVEMENT, REMOVE | | | 0005 202-02241 221.000 LFT | 6.00000 1326.00| 6.31000 1394.51| 6.78000 1498.38 GUARDRAIL, REMOVE | | | 0006 202-02273 173.000 SYS | 20.00000 3460.00| 20.50000 3546.50| 6.00000 1038.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 194.000 LFT | 4.00000 776.00| 5.75000 1115.50| 4.00000 776.00 CURB, CONCRETE, REMOVE | | | 0008 202-05532 798.000 SYS | 7.00000 5586.00| 5.10000 4069.80| 4.07000 3247.86 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0009 202-51328 LUMP| 32000.00000 32000.00| 15300.00000 15300.00| 53766.00000 53766.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 87.100 SYS | 15.00000 1306.50| 7.00000 609.70| 6.00000 522.60 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60822 684.000 SYS | 6.00000 4104.00| 7.00000 4788.00| 4.47000 3057.48 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1917625 |(3) 35-1609544 |STRUCTURE CONTRACTORS |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-91840 392.000 LFT | 2.00000 784.00| 5.30000 2077.60| 6.00000 2352.00 FENCE, CHAIN LINK, REMOVE | | | 0013 303-52308 204.000 TON | 25.00000 5100.00| 23.00000 4692.00| 20.94000 4271.76 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 858.000 SYS | 0.25000 214.50| 0.06000 51.48| 0.06000 51.48 ASPHALT FOR TACK COAT | | | 0015 502-06329 291.800 SYS | 45.00000 13131.00| 60.00000 17508.00| 59.36000 17321.25 PCCP, 12 IN. | | | 0016 503-03489 125.000 EACH| 12.00000 1500.00| 6.50000 812.50| 9.00000 1125.00 RETROFITTED TIE BARS | | | 0017 503-05310 136.000 LFT | 115.00000 15640.00| 110.00000 14960.00| 121.53000 16528.08 TERMINAL JOINT | | | 0018 601-01522 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1305.00000 2610.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-06224 2.000 EACH| 33000.00000 66000.00| 33000.00000 66000.00| 36800.00000 73600.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0020 601-07023 2.000 EACH| 5800.00000 11600.00| 6000.00000 12000.00| 6498.00000 12996.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0021 601-94689 2.000 EACH| 2050.00000 4100.00| 2150.00000 4300.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0022 602-06639 270.000 LFT | 25.00000 6750.00| 26.50000 7155.00| 18.00000 4860.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 603-06045 368.000 LFT | 12.00000 4416.00| 12.00000 4416.00| 13.05000 4802.40 FENCE, CHAIN LINK, 48 IN. | | | 0024 603-92859 2.000 EACH| 840.00000 1680.00| 890.00000 1780.00| 950.00000 1900.00 FENCE GATE, CHAIN LINK, 48 IN. X 12 FT. | | | 0025 604-06070 47.000 SYS | 42.00000 1974.00| 60.00000 2820.00| 30.00000 1410.00 SIDEWALK, CONCRETE | | | 0026 605-06120 106.000 LFT | 10.00000 1060.00| 24.00000 2544.00| 20.00000 2120.00 CURB, CONCRETE | | | 0027 610-05527 124.000 TON | 150.00000 18600.00| 102.31000 12686.44| 121.08000 15013.92 HMA FOR APPROACHES | | | 0028 610-06259 469.000 SYS | 50.00000 23450.00| 64.00000 30016.00| 59.36000 27839.84 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0029 621-01004 1.000 EACH| 500.00000 500.00| 1055.00000 1055.00| 565.00000 565.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06567 2.000 MG | 2.00000 4.00| 10.45000 20.90| 2.10000 4.20 WATER | | | 0031 621-06575 500.000 SYS | 5.00000 2500.00| 3.17000 1585.00| 4.80000 2400.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1917625 |(3) 35-1609544 |STRUCTURE CONTRACTORS |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 702-51110 384.000 LBS | 7.00000 2688.00| 2.50000 960.00| 1.74000 668.16 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0033 702-51863 692.000 EACH| 8.00000 5536.00| 4.50000 3114.00| 5.00000 3460.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51030 18331.000 LBS | 0.75000 13748.25| 0.50000 9165.50| 0.51000 9348.81 REINFORCING STEEL | | | 0035 703-51032 21214.000 LBS | 0.85000 18031.90| 0.60000 12728.40| 0.61000 12940.54 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 55.000 EACH| 10.00000 550.00| 10.00000 550.00| 9.84000 541.20 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 34.400 CYS | 525.00000 18060.00| 800.00000 27520.00| 658.00000 22635.20 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06372 2.000 EACH| 1400.00000 2800.00| 2000.00000 4000.00| 2000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0039 706-51020 29.800 CYS | 725.00000 21605.00| 1000.00000 29800.00| 680.71000 20285.16 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 6284.00000 6284.00 SURFACE SEAL | | | 0041 720-44000 8.000 EACH| 250.00000 2000.00| 300.00000 2400.00| 200.00000 1600.00 CASTING, ADJUST TO GRADE | | | 0042 722-51401 750.000 SFT | 15.00000 11250.00| 15.00000 11250.00| 10.00000 7500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0043 722-51842 1080.000 SYS | 40.00000 43200.00| 48.00000 51840.00| 42.31000 45694.80 BRIDGE DECK OVERLAY | | | 0044 722-51846 16.300 CYS | 300.00000 4890.00| 300.00000 4890.00| 300.00000 4890.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0045 722-51852 1800.000 SFT | 7.00000 12600.00| 6.00000 10800.00| 8.46000 15228.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0046 722-60824 798.000 SYS | 5.00000 3990.00| 1.60000 1276.80| 4.47000 3567.06 SURFACE MILLING | | | 0047 724-03276 162.000 LFT | 75.00000 12150.00| 80.00000 12960.00| 91.73000 14860.26 EXPANSION JOINT SEALING SYSTEM | | | 0048 728-98377 LUMP| 3520.00000 3520.00| 3650.00000 3650.00| 2514.00000 2514.00 MASONRY COATING | | | 0049 801-04308 1.000 EACH| 100.00000 100.00| 125.00000 125.00| 115.00000 115.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 3719.000 LFT | 1.00000 3719.00| 0.95000 3533.05| 1.13000 4202.47 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06605 2.000 EACH| 105.00000 210.00| 65.00000 130.00| 120.00000 240.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1917625 |(3) 35-1609544 |STRUCTURE CONTRACTORS |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06640 40.000 EACH| 81.00000 3240.00| 52.00000 2080.00| 92.00000 3680.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH| 40.00000 80.00| 32.00000 64.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0054 801-06710 480.000 DAY | 13.00000 6240.00| 15.00000 7200.00| 12.35000 5928.00 FLASHING ARROW SIGN | | | 0055 801-06775 LUMP| 10000.00000 10000.00| 14000.00000 14000.00| 19219.00000 19219.00 MAINTAINING TRAFFIC | | | 0056 805-01842 4.000 EACH| 600.00000 2400.00| 680.00000 2720.00| 734.00000 2936.00 HANDHOLE, SIGNAL | | | 0057 805-06595 392.000 LFT | 4.50000 1764.00| 4.50000 1764.00| 4.86000 1905.12 CONDUIT, PVC, 2 IN. | | | 0058 807-82052 2.000 EACH| 2500.00000 5000.00| 1675.00000 3350.00| 1800.00000 3600.00 UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0059 807-86750 4.000 EACH| 500.00000 2000.00| 370.00000 1480.00| 395.00000 1580.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0060 808-06711 590.000 LFT | 0.20000 118.00| 0.12000 70.80| 0.23000 135.70 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0061 808-06713 2022.000 LFT | 0.20000 404.40| 0.10000 202.20| 0.23000 465.06 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-06714 2786.000 LFT | 0.20000 557.20| 0.10000 278.60| 0.23000 640.78 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0063 808-06716 370.000 LFT | 0.50000 185.00| 1.70000 629.00| 0.57000 210.90 LINE, REMOVE | | | SECTION TOTALS | $ 491,778.75| $ 495,445.68| $ 524,062.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 491,778.75| $ 495,445.68| $ 524,062.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 1287.51000 7725.06| 1000.00000 6000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 2429.26000 2429.26| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 27239.14000 27239.14| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 571.200 SYS | 15.00000 8568.00| 19.43000 11098.42| 17.50000 9996.00 PAVEMENT, REMOVE | | | 0005 202-02241 221.000 LFT | 6.00000 1326.00| 6.39000 1412.19| 6.50000 1436.50 GUARDRAIL, REMOVE | | | 0006 202-02273 173.000 SYS | 10.00000 1730.00| 40.05000 6928.65| 20.00000 3460.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 194.000 LFT | 5.00000 970.00| 12.15000 2357.10| 5.00000 970.00 CURB, CONCRETE, REMOVE | | | 0008 202-05532 798.000 SYS | 2.50000 1995.00| 7.96000 6352.08| 5.75000 4588.50 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0009 202-51328 LUMP| 57000.00000 57000.00| 32854.69000 32854.69| 57500.00000 57500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 87.100 SYS | 10.00000 871.00| 8.50000 740.35| 7.50000 653.25 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60822 684.000 SYS | 3.00000 2052.00| 8.50000 5814.00| 5.00000 3420.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 202-91840 392.000 LFT | 5.00000 1960.00| 5.32000 2085.44| 5.50000 2156.00 FENCE, CHAIN LINK, REMOVE | | | 0013 303-52308 204.000 TON | 23.00000 4692.00| 26.72000 5450.88| 20.00000 4080.00 COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 858.000 SYS | 0.05000 42.90| 0.06000 51.48| 0.10000 85.80 ASPHALT FOR TACK COAT | | | 0015 502-06329 291.800 SYS | 65.00000 18967.00| 63.76000 18605.17| 50.00000 14590.00 PCCP, 12 IN. | | | 0016 503-03489 125.000 EACH| 10.00000 1250.00| 17.00000 2125.00| 12.00000 1500.00 RETROFITTED TIE BARS | | | 0017 503-05310 136.000 LFT | 135.00000 18360.00| 112.63000 15317.68| 80.00000 10880.00 TERMINAL JOINT | | | 0018 601-01522 2.000 EACH| 1155.00000 2310.00| 1229.83000 2459.66| 1200.00000 2400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-06224 2.000 EACH| 32600.00000 65200.00| 34711.98000 69423.96| 37000.00000 74000.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-07023 2.000 EACH| 5750.00000 11500.00| 6122.51000 12245.02| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0021 601-94689 2.000 EACH| 2035.00000 4070.00| 2166.84000 4333.68| 2250.00000 4500.00 GUARDRAIL END TREATMENT, OS | | | 0022 602-06639 270.000 LFT | 24.00000 6480.00| 25.57000 6903.90| 18.50000 4995.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 603-06045 368.000 LFT | 11.55000 4250.40| 12.30000 4526.40| 12.50000 4600.00 FENCE, CHAIN LINK, 48 IN. | | | 0024 603-92859 2.000 EACH| 840.00000 1680.00| 894.42000 1788.84| 875.00000 1750.00 FENCE GATE, CHAIN LINK, 48 IN. X 12 FT. | | | 0025 604-06070 47.000 SYS | 38.00000 1786.00| 54.65000 2568.55| 20.00000 940.00 SIDEWALK, CONCRETE | | | 0026 605-06120 106.000 LFT | 19.00000 2014.00| 34.58000 3665.48| 15.00000 1590.00 CURB, CONCRETE | | | 0027 610-05527 124.000 TON | 107.15000 13286.60| 115.00000 14260.00| 120.00000 14880.00 HMA FOR APPROACHES | | | 0028 610-06259 469.000 SYS | 65.00000 30485.00| 53.33000 25011.77| 50.00000 23450.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0029 621-01004 1.000 EACH| 500.00000 500.00| 532.39000 532.39| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06567 2.000 MG | 2.00000 4.00| 2.13000 4.26| 2.00000 4.00 WATER | | | 0031 621-06575 500.000 SYS | 4.25000 2125.00| 3.83000 1915.00| 4.75000 2375.00 SODDING, NURSERY | | | 0032 702-51110 384.000 LBS | 8.00000 3072.00| 2.92000 1121.28| 2.50000 960.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0033 702-51863 692.000 EACH| 6.00000 4152.00| 4.86000 3363.12| 7.50000 5190.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51030 18331.000 LBS | 0.65000 11915.15| 0.62000 11365.22| 0.60000 10998.60 REINFORCING STEEL | | | 0035 703-51032 21214.000 LBS | 0.75000 15910.50| 0.74000 15698.36| 0.65000 13789.10 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 55.000 EACH| 10.00000 550.00| 10.93000 601.15| 12.50000 687.50 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 34.400 CYS | 700.00000 24080.00| 850.49000 29256.86| 825.00000 28380.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06372 2.000 EACH| 1800.00000 3600.00| 2129.57000 4259.14| 2250.00000 4500.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0039 706-51020 29.800 CYS | 500.00000 14900.00| 1011.55000 30144.19| 1100.00000 32780.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 709-51821 LUMP| 5700.00000 5700.00| 6053.30000 6053.30| 6000.00000 6000.00 SURFACE SEAL | | | 0041 720-44000 8.000 EACH| 450.00000 3600.00| 455.49000 3643.92| 200.00000 1600.00 CASTING, ADJUST TO GRADE | | | 0042 722-51401 750.000 SFT | 30.00000 22500.00| 19.07000 14302.50| 10.00000 7500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0043 722-51842 1080.000 SYS | 50.00000 54000.00| 38.66000 41752.80| 42.50000 45900.00 BRIDGE DECK OVERLAY | | | 0044 722-51846 16.300 CYS | 300.00000 4890.00| 300.00000 4890.00| 300.00000 4890.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0045 722-51852 1800.000 SFT | 7.00000 12600.00| 11.55000 20790.00| 7.50000 13500.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0046 722-60824 798.000 SYS | 2.00000 1596.00| 0.67000 534.66| 5.00000 3990.00 SURFACE MILLING | | | 0047 724-03276 162.000 LFT | 90.00000 14580.00| 85.02000 13773.24| 95.00000 15390.00 EXPANSION JOINT SEALING SYSTEM | | | 0048 728-98377 LUMP| 3520.00000 3520.00| 4425.24000 4425.24| 4400.00000 4400.00 MASONRY COATING | | | 0049 801-04308 1.000 EACH| 120.00000 120.00| 127.77000 127.77| 150.00000 150.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 3719.000 LFT | 0.91000 3384.29| 0.98000 3644.62| 1.00000 3719.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06605 2.000 EACH| 60.00000 120.00| 63.89000 127.78| 100.00000 200.00 BARRICADE, IIIA | | | 0052 801-06640 40.000 EACH| 50.00000 2000.00| 53.24000 2129.60| 65.00000 2600.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH| 30.00000 60.00| 31.94000 63.88| 30.00000 60.00 CONSTRUCTION SIGN, B | | | 0054 801-06710 480.000 DAY | 14.00000 6720.00| 14.91000 7156.80| 16.00000 7680.00 FLASHING ARROW SIGN | | | 0055 801-06775 LUMP| 6500.00000 6500.00| 16579.72000 16579.72| 24000.00000 24000.00 MAINTAINING TRAFFIC | | | 0056 805-01842 4.000 EACH| 650.00000 2600.00| 638.87000 2555.48| 700.00000 2800.00 HANDHOLE, SIGNAL | | | 0057 805-06595 392.000 LFT | 4.30000 1685.60| 4.26000 1669.92| 14.00000 5488.00 CONDUIT, PVC, 2 IN. | | | 0058 807-82052 2.000 EACH| 1600.00000 3200.00| 1703.66000 3407.32| 4850.00000 9700.00 UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0059 807-86750 4.000 EACH| 350.00000 1400.00| 479.15000 1916.60| 450.00000 1800.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 |(6) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06711 590.000 LFT | 0.10000 59.00| 0.12000 70.80| 0.15000 88.50 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0061 808-06713 2022.000 LFT | 0.08000 161.76| 0.10000 202.20| 0.12000 242.64 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-06714 2786.000 LFT | 0.08000 222.88| 0.10000 278.60| 0.12000 334.32 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0063 808-06716 370.000 LFT | 1.64000 606.80| 1.76000 651.20| 2.00000 740.00 LINE, REMOVE | | | SECTION TOTALS | $ 528,480.88| $ 544,782.77| $ 556,907.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 528,480.88| $ 544,782.77| $ 556,907.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1618530 | |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1300.00000 7800.00| 1400.00000 8400.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 6300.00000 6300.00| 500.00000 500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 29500.00000 29500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 571.200 SYS | 17.00000 9710.40| 10.00000 5712.00| PAVEMENT, REMOVE | | | 0005 202-02241 221.000 LFT | 3.50000 773.50| 6.50000 1436.50| GUARDRAIL, REMOVE | | | 0006 202-02273 173.000 SYS | 28.00000 4844.00| 35.00000 6055.00| CENTER CURB, CONCRETE, REMOVE | | | 0007 202-02278 194.000 LFT | 8.00000 1552.00| 5.00000 970.00| CURB, CONCRETE, REMOVE | | | 0008 202-05532 798.000 SYS | 4.80000 3830.40| 5.00000 3990.00| OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0009 202-51328 LUMP| 78000.00000 78000.00| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 87.100 SYS | 12.00000 1045.20| 30.00000 2613.00| SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60822 684.000 SYS | 2.50000 1710.00| 5.00000 3420.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 202-91840 392.000 LFT | 4.00000 1568.00| 5.50000 2156.00| FENCE, CHAIN LINK, REMOVE | | | 0013 303-52308 204.000 TON | 21.50000 4386.00| 25.00000 5100.00| COMPACTED AGGREGATE, O, 53 | | | 0014 406-05521 858.000 SYS | 0.10000 85.80| 0.10000 85.80| ASPHALT FOR TACK COAT | | | 0015 502-06329 291.800 SYS | 50.00000 14590.00| 85.00000 24803.00| PCCP, 12 IN. | | | 0016 503-03489 125.000 EACH| 25.00000 3125.00| 20.00000 2500.00| RETROFITTED TIE BARS | | | 0017 503-05310 136.000 LFT | 92.00000 12512.00| 170.00000 23120.00| TERMINAL JOINT | | | 0018 601-01522 2.000 EACH| 1220.00000 2440.00| 1200.00000 2400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-06224 2.000 EACH| 33500.00000 67000.00| 34000.00000 68000.00| IMPACT ATTENUATOR, CR, W1, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1618530 | |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-07023 2.000 EACH| 5900.00000 11800.00| 5000.00000 10000.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0021 601-94689 2.000 EACH| 2130.00000 4260.00| 2100.00000 4200.00| GUARDRAIL END TREATMENT, OS | | | 0022 602-06639 270.000 LFT | 30.00000 8100.00| 30.00000 8100.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 603-06045 368.000 LFT | 12.10000 4452.80| 12.00000 4416.00| FENCE, CHAIN LINK, 48 IN. | | | 0024 603-92859 2.000 EACH| 880.00000 1760.00| 900.00000 1800.00| FENCE GATE, CHAIN LINK, 48 IN. X 12 FT. | | | 0025 604-06070 47.000 SYS | 34.00000 1598.00| 80.00000 3760.00| SIDEWALK, CONCRETE | | | 0026 605-06120 106.000 LFT | 20.00000 2120.00| 35.00000 3710.00| CURB, CONCRETE | | | 0027 610-05527 124.000 TON | 135.00000 16740.00| 110.00000 13640.00| HMA FOR APPROACHES | | | 0028 610-06259 469.000 SYS | 55.00000 25795.00| 70.00000 32830.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0029 621-01004 1.000 EACH| 320.00000 320.00| 525.00000 525.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06567 2.000 MG | 1.10000 2.20| 2.00000 4.00| WATER | | | 0031 621-06575 500.000 SYS | 4.95000 2475.00| 4.50000 2250.00| SODDING, NURSERY | | | 0032 702-51110 384.000 LBS | 1.85000 710.40| 4.50000 1728.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0033 702-51863 692.000 EACH| 10.00000 6920.00| 12.50000 8650.00| FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51030 18331.000 LBS | 0.60000 10998.60| 0.60000 10998.60| REINFORCING STEEL | | | 0035 703-51032 21214.000 LBS | 0.70000 14849.80| 0.75000 15910.50| REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 55.000 EACH| 15.00000 825.00| 16.00000 880.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 34.400 CYS | 525.00000 18060.00| 800.00000 27520.00| CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06372 2.000 EACH| 1700.00000 3400.00| 2100.00000 4200.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0039 706-51020 29.800 CYS | 625.00000 18625.00| 1300.00000 38740.00| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1618530 | |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 709-51821 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| SURFACE SEAL | | | 0041 720-44000 8.000 EACH| 300.00000 2400.00| 400.00000 3200.00| CASTING, ADJUST TO GRADE | | | 0042 722-51401 750.000 SFT | 24.00000 18000.00| 25.00000 18750.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0043 722-51842 1080.000 SYS | 41.00000 44280.00| 60.00000 64800.00| BRIDGE DECK OVERLAY | | | 0044 722-51846 16.300 CYS | 300.00000 4890.00| 300.00000 4890.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0045 722-51852 1800.000 SFT | 9.50000 17100.00| 6.00000 10800.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0046 722-60824 798.000 SYS | 2.20000 1755.60| 5.00000 3990.00| SURFACE MILLING | | | 0047 724-03276 162.000 LFT | 78.00000 12636.00| 25.00000 4050.00| EXPANSION JOINT SEALING SYSTEM | | | 0048 728-98377 LUMP| 5600.00000 5600.00| 3600.00000 3600.00| MASONRY COATING | | | 0049 801-04308 1.000 EACH| 130.00000 130.00| 130.00000 130.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06207 3719.000 LFT | 1.00000 3719.00| 1.00000 3719.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06605 2.000 EACH| 65.00000 130.00| 65.00000 130.00| BARRICADE, IIIA | | | 0052 801-06640 40.000 EACH| 55.00000 2200.00| 55.00000 2200.00| CONSTRUCTION SIGN, A | | | 0053 801-06645 2.000 EACH| 31.00000 62.00| 35.00000 70.00| CONSTRUCTION SIGN, B | | | 0054 801-06710 480.000 DAY | 14.50000 6960.00| 18.00000 8640.00| FLASHING ARROW SIGN | | | 0055 801-06775 LUMP| 45000.00000 45000.00| 23500.00000 23500.00| MAINTAINING TRAFFIC | | | 0056 805-01842 4.000 EACH| 760.00000 3040.00| 675.00000 2700.00| HANDHOLE, SIGNAL | | | 0057 805-06595 392.000 LFT | 4.60000 1803.20| 4.50000 1764.00| CONDUIT, PVC, 2 IN. | | | 0058 807-82052 2.000 EACH| 1800.00000 3600.00| 1650.00000 3300.00| UNDERPASS CIRCUIT INSTALLATION, 2 | | | LUMINAIRES | | | 0059 807-86750 4.000 EACH| 500.00000 2000.00| 375.00000 1500.00| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 421 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 576,830.75 ROUTE : I-70 CALL ORDER : 421 CONTRACT ID : B -25663-A COUNTIES : MARION LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1212938 |(8) 35-1618530 | |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06711 590.000 LFT | 0.15000 88.50| 0.12000 70.80| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0061 808-06713 2022.000 LFT | 0.10000 202.20| 0.10000 202.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-06714 2786.000 LFT | 0.10000 278.60| 0.10000 278.60| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0063 808-06716 370.000 LFT | 1.75000 647.50| 1.75000 647.50| LINE, REMOVE | | | SECTION TOTALS | $ 589,106.70| $ 598,555.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 589,106.70| $ 598,555.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 698,632.22 ROUTE : CR 900S CALL ORDER : 431 CONTRACT ID : B -25705-A COUNTIES : RUSH LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9970012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 509,509.00 100.0000% 2 35-1452502 TRISLER CONSTRUCTION COMPANY INC. $ 637,473.10 125.1151% 3 35-0182105 BLAKLEY CORPORATION $ 685,514.65 134.5441% 4 35-1801998 CLR, INC. $ 839,181.65 164.7039% 5 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 888,977.65 174.4773% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1452502 |(3) 35-0182105 |MILESTONE CONTRACTORS, L.P. |TRISLER CONSTRUCTION COMPANY|BLAKLEY CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1250.00000 10000.00| 1250.00000 10000.00| 1900.00000 15200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4570.00000 4570.00| 7500.00000 7500.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25475.45000 25475.45| 56500.00000 56500.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2547.70000 2547.70| 16500.00000 16500.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY | | | 0005 202-06541 72.000 EACH| 135.00000 9720.00| 110.00000 7920.00| 275.00000 19800.00 REMOVE AND REPLACE LOWER LATERAL BRACING| | | 0006 202-06541 38.000 EACH| 125.00000 4750.00| 150.00000 5700.00| 125.00000 4750.00 REMOVE FLOOR BEAMS | | | 0007 202-07003 LUMP| 5900.00000 5900.00| 3500.00000 3500.00| 2600.00000 2600.00 REMOVE AND REMOUNT CURB BOARDS | | | 0008 202-07003 LUMP| 7000.00000 7000.00| 4500.00000 4500.00| 4000.00000 4000.00 REMOVE AND REMOUNT RUB RAIL | | | 0009 202-07003 LUMP| 14101.00000 14101.00| 35000.00000 35000.00| 16400.00000 16400.00 REMOVE DECK AND STRINGERS | | | 0010 202-07003 LUMP| 15200.00000 15200.00| 25000.00000 25000.00| 42000.00000 42000.00 REMOVE SIDING AND AWNINGS | | | 0011 202-07003 LUMP| 2900.00000 2900.00| 4500.00000 4500.00| 4200.00000 4200.00 REMOVE STEEL SUPPORT | | | 0012 210-05715 LUMP| 4900.00000 4900.00| 1750.00000 1750.00| 8400.00000 8400.00 EARTHWORK | | | 0013 210-05716 4.000 EACH| 3000.00000 12000.00| 800.00000 3200.00| 250.00000 1000.00 REINFORCE DIAGONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 698,632.22 ROUTE : CR 900S CALL ORDER : 431 CONTRACT ID : B -25705-A COUNTIES : RUSH LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1452502 |(3) 35-0182105 |MILESTONE CONTRACTORS, L.P. |TRISLER CONSTRUCTION COMPANY|BLAKLEY CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-05720 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| 2000.00000 2000.00 REPOINTING MASONRY IN ABUTMENTS AND PIER| | | 0015 210-05721 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 18000.00000 18000.00 FIRE RETARDANT TREATMENT | | | 0016 210-05804 LUMP| 5900.00000 5900.00| 6500.00000 6500.00| 5000.00000 5000.00 MISCELLANEOUS REPAIRS | | | 0017 210-05813 LUMP| 22500.00000 22500.00| 25000.00000 25000.00| 35000.00000 35000.00 PAINT BRIDGE | | | 0018 210-06750 LUMP| 12800.00000 12800.00| 3500.00000 3500.00| 4000.00000 4000.00 INSTALL NEW AWNINGS | | | 0019 210-06750 LUMP| 39158.00000 39158.00| 48000.00000 48000.00| 52000.00000 52000.00 INSTALL NEW SIDING | | | 0020 210-06752 52.000 EACH| 120.00000 6240.00| 110.00000 5720.00| 75.00000 3900.00 INSTALL KICKER BLOCKS | | | 0021 210-06752 38.000 EACH| 675.00000 25650.00| 620.00000 23560.00| 800.00000 30400.00 INSTALL NEW FLOOR BEAMS | | | 0022 210-06752 214.000 EACH| 125.00000 26750.00| 164.00000 35096.00| 95.00000 20330.00 INSTALL NEW STRINGERS | | | 0023 210-06752 72.000 EACH| 850.00000 61200.00| 895.00000 64440.00| 1100.00000 79200.00 INSTALL NEW UPPER CHORD PIECE | | | 0024 210-06752 76.000 EACH| 33.50000 2546.00| 125.00000 9500.00| 30.00000 2280.00 INSTALL RUB RAIL BLOCKING | | | 0025 210-06752 2.000 EACH| 500.00000 1000.00| 2500.00000 5000.00| 3500.00000 7000.00 INSTALL STEEL ASSEMBLY 1 | | | 0026 210-06752 8.000 EACH| 225.00000 1800.00| 690.00000 5520.00| 1600.00000 12800.00 INSTALL STEEL ASSEMBLY 2 | | | 0027 210-06752 8.000 EACH| 300.00000 2400.00| 975.00000 7800.00| 2100.00000 16800.00 INSTALL STEEL ASSEMBLY 3 | | | 0028 210-06752 16.000 EACH| 200.00000 3200.00| 200.00000 3200.00| 200.00000 3200.00 INSTALL STEEL ASSEMBLY 4 | | | 0029 210-06752 16.000 EACH| 220.00000 3520.00| 250.00000 4000.00| 320.00000 5120.00 INSTALL STEEL ASSEMBLY 5 | | | 0030 210-06752 24.000 EACH| 215.00000 5160.00| 200.00000 4800.00| 480.00000 11520.00 INSTALL STEEL PLATE A-1 | | | 0031 210-06752 56.000 EACH| 192.00000 10752.00| 158.00000 8848.00| 320.00000 17920.00 INSTALL STEEL PLATE A-2 | | | 0032 210-06752 8.000 EACH| 700.00000 5600.00| 320.00000 2560.00| 800.00000 6400.00 INSTALL STEEL PLATE A-6 | | | 0033 210-06752 8.000 EACH| 85.00000 680.00| 375.00000 3000.00| 800.00000 6400.00 INSTALL STEEL RODS, 29 mm DIAMETER | | | 0034 210-06981 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2400.00000 2400.00 TIGHTEN ALL WEDGES IN UPPER AND LOWER | | | LATERAL BR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 698,632.22 ROUTE : CR 900S CALL ORDER : 431 CONTRACT ID : B -25705-A COUNTIES : RUSH LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1452502 |(3) 35-0182105 |MILESTONE CONTRACTORS, L.P. |TRISLER CONSTRUCTION COMPANY|BLAKLEY CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 210-07004 4.000 EACH| 750.00000 3000.00| 350.00000 1400.00| 500.00000 2000.00 FURNISH AND FABRICATE LOWER LATERAL | | | BRACING | | | 0036 210-07005 473.800 m2 | 99.00000 46906.20| 138.00000 65384.40| 158.00000 74860.40 INSTALL NEW DECKING | | | 0037 210-07006 LUMP| 1300.00000 1300.00| 2500.00000 2500.00| 900.00000 900.00 RESET CAP STONE ON SE WING | | | 0038 210-07008 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 8400.00000 8400.00 RESTORE PORTAL SIDING AND ORNAMENTATION | | | 0039 303-52308 31.300 Mg | 75.00000 2347.50| 27.00000 845.10| 75.00000 2347.50 COMPACTED AGGREGATE, O, 53 | | | 0040 610-06257 42.000 m2 | 119.00000 4998.00| 53.80000 2259.60| 240.00000 10080.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0041 611-04923 46.000 m2 | 115.00000 5290.00| 53.80000 2474.80| 160.00000 7360.00 CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0042 615-06515 1.000 EACH| 85.00000 85.00| 250.00000 250.00| 1000.00000 1000.00 MONUMENT, D | | | 0043 621-06575 79.000 m2 | 6.00000 474.00| 20.00000 1580.00| 42.00000 3318.00 SODDING, NURSERY | | | 0044 703-51032 522.000 kg | 4.00000 2088.00| 2.50000 1305.00| 5.00000 2610.00 REINFORCING STEEL, EPOXY COATED | | | 0045 708-05394 LUMP| 2350.00000 2350.00| 850.00000 850.00| 1800.00000 1800.00 REPAIR HOLES IN ROOF | | | 0046 711-05395 1.000 EACH| 6600.00000 6600.00| 24000.00000 24000.00| 16000.00000 16000.00 REPLACE SEGMENT OF LOWER CHORD | | | 0047 711-05395 2.000 EACH| 1600.00000 3200.00| 7500.00000 15000.00| 3500.00000 7000.00 REPLACE VERTICAL MEMBER | | | 0048 711-05396 LUMP| 4900.00000 4900.00| 800.00000 800.00| 500.00000 500.00 REPLACE LATTICE IN UPPER WINDOW | | | 0049 711-06699 LUMP| 7900.00000 7900.00| 4500.00000 4500.00| 3000.00000 3000.00 STRAIGHTEN LEAN | | | 0050 712-07007 91.500 m | 160.50000 14685.75| 184.00000 16836.00| 150.00000 13725.00 EPOXY INJECTION REPAIR OF CRACKS | | | 0051 715-05422 13.500 m | 320.00000 4320.00| 190.00000 2565.00| 325.00000 4387.50 PIPE, SLOTTED DRAIN, 300 mm | | | 0052 801-04308 2.000 EACH| 275.00000 550.00| 311.00000 622.00| 500.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06605 4.000 EACH| 105.00000 420.00| 115.00000 460.00| 175.00000 700.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 698,632.22 ROUTE : CR 900S CALL ORDER : 431 CONTRACT ID : B -25705-A COUNTIES : RUSH LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1452502 |(3) 35-0182105 |MILESTONE CONTRACTORS, L.P. |TRISLER CONSTRUCTION COMPANY|BLAKLEY CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06640 12.000 EACH| 95.00000 1140.00| 104.00000 1248.00| 185.00000 2220.00 CONSTRUCTION SIGN, A | | | 0055 802-76025 1.317 m2 | 420.00000 553.14| 200.00000 263.40| 250.00000 329.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 802-76035 1.620 m2 | 223.00000 361.26| 190.00000 307.80| 225.00000 364.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0057 802-76055 25.500 m | 40.00000 1020.00| 16.00000 408.00| 35.00000 892.50 SIGN POST, A | | | 0058 807-02560 LUMP| 9600.00000 9600.00| 12000.00000 12000.00| 18200.00000 18200.00 ELECTRICAL WORK | | | SECTION TOTALS | $ 509,509.00| $ 637,473.10| $ 685,514.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 509,509.00| $ 637,473.10| $ 685,514.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 698,632.22 ROUTE : CR 900S CALL ORDER : 431 CONTRACT ID : B -25705-A COUNTIES : RUSH LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1364963 | |CLR, INC. |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1975.00000 15800.00| 1000.00000 8000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42200.00000 42200.00| 43500.00000 43500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4200.00000 4200.00| 4500.00000 4500.00| CLEARING RIGHT OF WAY | | | 0005 202-06541 72.000 EACH| 170.00000 12240.00| 200.00000 14400.00| REMOVE AND REPLACE LOWER LATERAL BRACING| | | 0006 202-06541 38.000 EACH| 335.00000 12730.00| 400.00000 15200.00| REMOVE FLOOR BEAMS | | | 0007 202-07003 LUMP| 5500.00000 5500.00| 4500.00000 4500.00| REMOVE AND REMOUNT CURB BOARDS | | | 0008 202-07003 LUMP| 22250.00000 22250.00| 8500.00000 8500.00| REMOVE AND REMOUNT RUB RAIL | | | 0009 202-07003 LUMP| 18750.00000 18750.00| 29000.00000 29000.00| REMOVE DECK AND STRINGERS | | | 0010 202-07003 LUMP| 15500.00000 15500.00| 25000.00000 25000.00| REMOVE SIDING AND AWNINGS | | | 0011 202-07003 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| REMOVE STEEL SUPPORT | | | 0012 210-05715 LUMP| 5500.00000 5500.00| 7500.00000 7500.00| EARTHWORK | | | 0013 210-05716 4.000 EACH| 280.00000 1120.00| 480.00000 1920.00| REINFORCE DIAGONAL | | | 0014 210-05720 LUMP| 17900.00000 17900.00| 13500.00000 13500.00| REPOINTING MASONRY IN ABUTMENTS AND PIER| | | 0015 210-05721 LUMP| 18500.00000 18500.00| 18500.00000 18500.00| FIRE RETARDANT TREATMENT | | | 0016 210-05804 LUMP| 36500.00000 36500.00| 2500.00000 2500.00| MISCELLANEOUS REPAIRS | | | 0017 210-05813 LUMP| 27900.00000 27900.00| 30000.00000 30000.00| PAINT BRIDGE | | | 0018 210-06750 LUMP| 14400.00000 14400.00| 9750.00000 9750.00| INSTALL NEW AWNINGS | | | 0019 210-06750 LUMP| 58500.00000 58500.00| 87500.00000 87500.00| INSTALL NEW SIDING | | | 0020 210-06752 52.000 EACH| 340.00000 17680.00| 150.00000 7800.00| INSTALL KICKER BLOCKS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 698,632.22 ROUTE : CR 900S CALL ORDER : 431 CONTRACT ID : B -25705-A COUNTIES : RUSH LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1364963 | |CLR, INC. |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 210-06752 38.000 EACH| 930.00000 35340.00| 1200.00000 45600.00| INSTALL NEW FLOOR BEAMS | | | 0022 210-06752 214.000 EACH| 205.00000 43870.00| 225.00000 48150.00| INSTALL NEW STRINGERS | | | 0023 210-06752 72.000 EACH| 1500.00000 108000.00| 975.00000 70200.00| INSTALL NEW UPPER CHORD PIECE | | | 0024 210-06752 76.000 EACH| 180.00000 13680.00| 100.00000 7600.00| INSTALL RUB RAIL BLOCKING | | | 0025 210-06752 2.000 EACH| 1000.00000 2000.00| 1350.00000 2700.00| INSTALL STEEL ASSEMBLY 1 | | | 0026 210-06752 8.000 EACH| 415.00000 3320.00| 1650.00000 13200.00| INSTALL STEEL ASSEMBLY 2 | | | 0027 210-06752 8.000 EACH| 970.00000 7760.00| 2000.00000 16000.00| INSTALL STEEL ASSEMBLY 3 | | | 0028 210-06752 16.000 EACH| 970.00000 15520.00| 875.00000 14000.00| INSTALL STEEL ASSEMBLY 4 | | | 0029 210-06752 16.000 EACH| 300.00000 4800.00| 975.00000 15600.00| INSTALL STEEL ASSEMBLY 5 | | | 0030 210-06752 24.000 EACH| 135.00000 3240.00| 600.00000 14400.00| INSTALL STEEL PLATE A-1 | | | 0031 210-06752 56.000 EACH| 65.00000 3640.00| 550.00000 30800.00| INSTALL STEEL PLATE A-2 | | | 0032 210-06752 8.000 EACH| 695.00000 5560.00| 1500.00000 12000.00| INSTALL STEEL PLATE A-6 | | | 0033 210-06752 8.000 EACH| 1600.00000 12800.00| 320.00000 2560.00| INSTALL STEEL RODS, 29 mm DIAMETER | | | 0034 210-06981 LUMP| 16700.00000 16700.00| 3000.00000 3000.00| TIGHTEN ALL WEDGES IN UPPER AND LOWER | | | LATERAL BR | | | 0035 210-07004 4.000 EACH| 1600.00000 6400.00| 1100.00000 4400.00| FURNISH AND FABRICATE LOWER LATERAL | | | BRACING | | | 0036 210-07005 473.800 m2 | 163.00000 77229.40| 175.00000 82915.00| INSTALL NEW DECKING | | | 0037 210-07006 LUMP| 2000.00000 2000.00| 1750.00000 1750.00| RESET CAP STONE ON SE WING | | | 0038 210-07008 LUMP| 18900.00000 18900.00| 17250.00000 17250.00| RESTORE PORTAL SIDING AND ORNAMENTATION | | | 0039 303-52308 31.300 Mg | 47.00000 1471.10| 20.00000 626.00| COMPACTED AGGREGATE, O, 53 | | | 0040 610-06257 42.000 m2 | 160.00000 6720.00| 75.00000 3150.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 698,632.22 ROUTE : CR 900S CALL ORDER : 431 CONTRACT ID : B -25705-A COUNTIES : RUSH LETTING DATE : 10/16/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1364963 | |CLR, INC. |ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 611-04923 46.000 m2 | 165.00000 7590.00| 70.00000 3220.00| CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0042 615-06515 1.000 EACH| 290.00000 290.00| 2500.00000 2500.00| MONUMENT, D | | | 0043 621-06575 79.000 m2 | 15.00000 1185.00| 12.00000 948.00| SODDING, NURSERY | | | 0044 703-51032 522.000 kg | 5.00000 2610.00| 1.65000 861.30| REINFORCING STEEL, EPOXY COATED | | | 0045 708-05394 LUMP| 4500.00000 4500.00| 3300.00000 3300.00| REPAIR HOLES IN ROOF | | | 0046 711-05395 1.000 EACH| 17800.00000 17800.00| 40000.00000 40000.00| REPLACE SEGMENT OF LOWER CHORD | | | 0047 711-05395 2.000 EACH| 3800.00000 7600.00| 20000.00000 40000.00| REPLACE VERTICAL MEMBER | | | 0048 711-05396 LUMP| 7200.00000 7200.00| 2400.00000 2400.00| REPLACE LATTICE IN UPPER WINDOW | | | 0049 711-06699 LUMP| 13300.00000 13300.00| 10000.00000 10000.00| STRAIGHTEN LEAN | | | 0050 712-07007 91.500 m | 228.00000 20862.00| 180.00000 16470.00| EPOXY INJECTION REPAIR OF CRACKS | | | 0051 715-05422 13.500 m | 420.00000 5670.00| 150.00000 2025.00| PIPE, SLOTTED DRAIN, 300 mm | | | 0052 801-04308 2.000 EACH| 190.00000 380.00| 300.00000 600.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06605 4.000 EACH| 110.00000 440.00| 150.00000 600.00| BARRICADE, IIIA | | | 0054 801-06640 12.000 EACH| 90.00000 1080.00| 125.00000 1500.00| CONSTRUCTION SIGN, A | | | 0055 802-76025 1.317 m2 | 350.00000 460.95| 300.00000 395.10| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 802-76035 1.620 m2 | 360.00000 583.20| 300.00000 486.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0057 802-76055 25.500 m | 20.00000 510.00| 27.50000 701.25| SIGN POST, A | | | 0058 807-02560 LUMP| 6000.00000 6000.00| 7000.00000 7000.00| ELECTRICAL WORK | | | SECTION TOTALS | $ 839,181.65| $ 888,977.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 839,181.65| $ 888,977.65| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,907.18 ROUTE : SR 120 CALL ORDER : 441 CONTRACT ID : B -25709-A COUNTIES : STEUBEN LETTING DATE : 10/16/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/03/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5476006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 282,594.71 100.0000% 2 35-1374866 PRIMCO, INC. $ 296,855.73 105.0464% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 299,525.77 105.9912% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 363,401.43 128.5945% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1374866 |(3) 35-1817530 |MCCOY, R.L., INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 7.000 MOS | 500.00000 3500.00| 1302.95000 9120.65| 1700.00000 11900.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 5937.11000 5937.11| 3550.00000 3550.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 14842.78000 14842.78| 14900.00000 14900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 182.000 m2 | 18.00000 3276.00| 20.25000 3685.50| 27.40000 4986.80 PAVEMENT, REMOVE | | | 0005 202-02241 167.200 m | 15.00000 2508.00| 15.00000 2508.00| 15.00000 2508.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 76000.00000 76000.00| 50548.00000 50548.00| 39300.00000 39300.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 438.000 m2 | 9.00000 3942.00| 12.00000 5256.00| 11.10000 4861.80 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 339.000 m2 | 9.00000 3051.00| 8.40000 2847.60| 8.30000 2813.70 SURFACE MILLING, ASPHALT | | | 0009 202-60822 438.000 m2 | 9.00000 3942.00| 12.00000 5256.00| 6.10000 2671.80 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 211-06467 12.400 m3 | 35.00000 434.00| 146.00000 1810.40| 56.00000 694.40 AGGREGATE FOR END BENT BACKFILL | | | 0011 303-52308 58.600 Mg | 30.00000 1758.00| 35.20000 2062.72| 15.50000 908.30 COMPACTED AGGREGATE, O, 53 | | | 0012 303-52309 101.000 Mg | 30.00000 3030.00| 30.00000 3030.00| 16.40000 1656.40 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,907.18 ROUTE : SR 120 CALL ORDER : 441 CONTRACT ID : B -25709-A COUNTIES : STEUBEN LETTING DATE : 10/16/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1374866 |(3) 35-1817530 |MCCOY, R.L., INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01846 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0015 601-07023 2.000 EACH| 4500.00000 9000.00| 4500.00000 9000.00| 4500.00000 9000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0016 601-94689 3.000 EACH| 2200.00000 6600.00| 2200.00000 6600.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 141.000 m | 30.00000 4230.00| 30.00000 4230.00| 30.00000 4230.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 79.000 m | 70.00000 5530.00| 42.00000 3318.00| 85.30000 6738.70 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 40.000 m | 65.00000 2600.00| 38.00000 1520.00| 80.30000 3212.00 TEMPORARY CONCRETE BARRIER | | | 0020 602-06729 12.000 EACH| 10.00000 120.00| 10.60000 127.20| 11.80000 141.60 BARRIER DELINEATOR | | | 0021 610-05527 201.000 Mg | 55.00000 11055.00| 55.00000 11055.00| 86.10000 17306.10 HMA FOR APPROACHES | | | 0022 610-06257 174.000 m2 | 74.00000 12876.00| 65.00000 11310.00| 65.40000 11379.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 702-51005 8.200 m3 | 900.00000 7380.00| 1400.00000 11480.00| 1572.00000 12890.40 CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 201.000 EACH| 8.00000 1608.00| 8.30000 1668.30| 7.80000 1567.80 FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51030 2136.000 kg | 1.20000 2563.20| 2.06000 4400.16| 1.40000 2990.40 REINFORCING STEEL | | | 0026 703-51032 5545.000 kg | 1.25000 6931.25| 2.21000 12254.45| 1.60000 8872.00 REINFORCING STEEL, EPOXY COATED | | | 0027 703-97936 56.000 EACH| 15.00000 840.00| 17.89000 1001.84| 19.50000 1092.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 10.000 m3 | 800.00000 8000.00| 825.00000 8250.00| 1589.00000 15890.00 CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 4.000 EACH| 1400.00000 5600.00| 865.00000 3460.00| 1322.00000 5288.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 61.900 m | 100.00000 6190.00| 175.00000 10832.50| 172.00000 10646.80 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 3200.00000 3200.00| 1255.13000 1255.13| 4270.00000 4270.00 SURFACE SEAL | | | 0032 715-91361 2.500 m | 50.00000 125.00| 160.40000 401.00| 106.50000 266.25 PIPE, PVC, 150 mm | | | 0033 722-51401 25.000 m2 | 75.00000 1875.00| 100.00000 2500.00| 146.60000 3665.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,907.18 ROUTE : SR 120 CALL ORDER : 441 CONTRACT ID : B -25709-A COUNTIES : STEUBEN LETTING DATE : 10/16/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1374866 |(3) 35-1817530 |MCCOY, R.L., INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 722-51842 411.000 m2 | 38.00000 15618.00| 85.00000 34935.00| 64.60000 26550.60 BRIDGE DECK OVERLAY | | | 0035 722-51846 3.600 m3 | 395.00000 1422.00| 395.00000 1422.00| 395.00000 1422.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 50.000 m2 | 50.00000 2500.00| 150.00000 7500.00| 109.80000 5490.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 724-51925 29.600 m | 300.00000 8880.00| 350.00000 10360.00| 356.90000 10564.24 STRUCTURAL EXPANSION JOINT, SS | | | 0038 801-01851 LUMP| 15000.00000 15000.00| 10990.00000 10990.00| 13990.00000 13990.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0039 801-06203 291.000 m | 0.37000 107.67| 0.37000 107.67| 0.39000 113.49 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 2091.000 m | 2.33000 4872.03| 2.33000 4872.03| 2.33000 4872.03 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06218 10.600 m | 58.35000 618.51| 58.35000 618.51| 58.35000 618.51 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0042 801-06606 2.000 EACH| 125.00000 250.00| 125.00000 250.00| 125.00000 250.00 BARRICADE, IIIB | | | 0043 801-06640 23.000 EACH| 92.00000 2116.00| 92.00000 2116.00| 92.00000 2116.00 CONSTRUCTION SIGN, A | | | 0044 801-06645 4.000 EACH| 19.00000 76.00| 19.00000 76.00| 19.00000 76.00 CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 2505.00000 2505.00| 3175.13000 3175.13| 7800.00000 7800.00 MAINTAINING TRAFFIC | | | 0046 808-06713 410.000 m | 0.76000 311.60| 0.76000 311.60| 0.76000 311.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 410.000 m | 0.76000 311.60| 0.76000 311.60| 0.76000 311.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 547.000 m | 3.55000 1941.85| 3.55000 1941.85| 3.55000 1941.85 LINE, REMOVE | | | SECTION TOTALS | $ 282,594.71| $ 296,855.73| $ 299,525.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 282,594.71| $ 296,855.73| $ 299,525.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,907.18 ROUTE : SR 120 CALL ORDER : 441 CONTRACT ID : B -25709-A COUNTIES : STEUBEN LETTING DATE : 10/16/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 7.000 MOS | 1200.00000 8400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3120.96000 3120.96| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18175.50000 18175.50| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 182.000 m2 | 43.89000 7987.98| | PAVEMENT, REMOVE | | | 0005 202-02241 167.200 m | 15.00000 2508.00| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 58173.03000 58173.03| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 438.000 m2 | 10.45000 4577.10| | BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 339.000 m2 | 8.63000 2925.57| | SURFACE MILLING, ASPHALT | | | 0009 202-60822 438.000 m2 | 4.55000 1992.90| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 211-06467 12.400 m3 | 202.86000 2515.46| | AGGREGATE FOR END BENT BACKFILL | | | 0011 303-52308 58.600 Mg | 51.29000 3005.59| | COMPACTED AGGREGATE, O, 53 | | | 0012 303-52309 101.000 Mg | 44.04000 4448.04| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-01846 1.000 EACH| 1500.00000 1500.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0015 601-07023 2.000 EACH| 4500.00000 9000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0016 601-94689 3.000 EACH| 2200.00000 6600.00| | GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 141.000 m | 30.00000 4230.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 79.000 m | 183.85000 14524.15| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 40.000 m | 296.68000 11867.20| | TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 441 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,907.18 ROUTE : SR 120 CALL ORDER : 441 CONTRACT ID : B -25709-A COUNTIES : STEUBEN LETTING DATE : 10/16/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06729 12.000 EACH| 7.00000 84.00| | BARRIER DELINEATOR | | | 0021 610-05527 201.000 Mg | 55.00000 11055.00| | HMA FOR APPROACHES | | | 0022 610-06257 174.000 m2 | 76.81000 13364.94| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 702-51005 8.200 m3 | 1003.91000 8232.06| | CONCRETE, A, SUBSTRUCTURE | | | 0024 702-51863 201.000 EACH| 8.13000 1634.13| | FIELD DRILLED HOLE IN CONCRETE | | | 0025 703-51030 2136.000 kg | 1.54000 3289.44| | REINFORCING STEEL | | | 0026 703-51032 5545.000 kg | 0.86000 4768.70| | REINFORCING STEEL, EPOXY COATED | | | 0027 703-97936 56.000 EACH| 21.74000 1217.44| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 10.000 m3 | 2101.99000 21019.90| | CONCRETE, C, SUPERSTRUCTURE | | | 0029 706-05732 4.000 EACH| 1000.00000 4000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 61.900 m | 118.00000 7304.20| | CONCRETE, C, RAILING | | | 0031 709-51821 LUMP| 3200.00000 3200.00| | SURFACE SEAL | | | 0032 715-91361 2.500 m | 184.37000 460.93| | PIPE, PVC, 150 mm | | | 0033 722-51401 25.000 m2 | 513.01000 12825.25| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 411.000 m2 | 108.44000 44568.84| | BRIDGE DECK OVERLAY | | | 0035 722-51846 3.600 m3 | 395.00000 1422.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 50.000 m2 | 153.70000 7685.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 724-51925 29.600 m | 518.34000 15342.86| | STRUCTURAL EXPANSION JOINT, SS | | | 0038 801-01851 LUMP| 18680.00000 18680.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0039 801-06203 291.000 m | 0.37000 107.67| | TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 441 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,907.18 ROUTE : SR 120 CALL ORDER : 441 CONTRACT ID : B -25709-A COUNTIES : STEUBEN LETTING DATE : 10/16/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06207 2091.000 m | 2.33000 4872.03| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06218 10.600 m | 58.35000 618.51| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0042 801-06606 2.000 EACH| 125.00000 250.00| | BARRICADE, IIIB | | | 0043 801-06640 23.000 EACH| 92.00000 2116.00| | CONSTRUCTION SIGN, A | | | 0044 801-06645 4.000 EACH| 19.00000 76.00| | CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 2290.00000 2290.00| | MAINTAINING TRAFFIC | | | 0046 808-06713 410.000 m | 0.76000 311.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 410.000 m | 0.76000 311.60| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 547.000 m | 3.55000 1941.85| | LINE, REMOVE | | | SECTION TOTALS | $ 363,401.43| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 363,401.43| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,090.97 ROUTE : CR 500S CALL ORDER : 451 CONTRACT ID : B -25814-A COUNTIES : PARKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9961012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 273,099.17 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 315,146.80 115.3964% 3 35-1561256 KASER-SPRAKER CONSTRUCTION $ 333,225.00 122.0161% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 416,282.93 152.4292% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1381845 |(3) 35-1561256 |CLR, INC. |HARVEY, GEORGE R. & SON, INC|KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 2300.00000 11500.00| 1500.00000 7500.00| 2000.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 1100.00000 1100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13650.00000 13650.00| 15000.00000 15000.00| 16500.00000 16500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5460.00000 5460.00| 3000.00000 3000.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 8.000 m3 | 45.00000 360.00| 50.00000 400.00| 210.00000 1680.00 EXCAVATION, COMMON | | | 0006 205-02224 54.000 m | 7.25000 391.50| 7.50000 405.00| 7.00000 378.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 206-51230 19.000 m3 | 81.00000 1539.00| 200.00000 3800.00| 175.00000 3325.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0008 210-05721 LUMP| 4000.00000 4000.00| 6450.00000 6450.00| 18125.00000 18125.00 FIRE RETARDANT TREATMENT | | | 0009 210-05813 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 7200.00000 7200.00 PAINT BRIDGE | | | 0010 211-02060 4.000 m3 | 75.00000 300.00| 150.00000 600.00| 180.00000 720.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 62.800 Mg | 62.00000 3893.60| 30.00000 1884.00| 43.00000 2700.40 COMPACTED AGGREGATE, O, 53 | | | 0012 303-52309 7.000 Mg | 88.00000 616.00| 30.00000 210.00| 95.00000 665.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 402-05474 15.000 Mg | 105.00000 1575.00| 180.00000 2700.00| 160.00000 2400.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,090.97 ROUTE : CR 500S CALL ORDER : 451 CONTRACT ID : B -25814-A COUNTIES : PARKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1381845 |(3) 35-1561256 |CLR, INC. |HARVEY, GEORGE R. & SON, INC|KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05477 6.700 Mg | 230.00000 1541.00| 366.00000 2452.20| 160.00000 1072.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 404-05511 19.000 m2 | 10.00000 190.00| 64.00000 1216.00| 10.00000 190.00 SEAL COAT, 2 | | | 0016 405-05518 94.000 m2 | 3.00000 282.00| 3.90000 366.60| 2.00000 188.00 ASPHALT FOR PRIME COAT | | | 0017 406-05521 91.000 m2 | 3.00000 273.00| 0.10000 9.10| 1.70000 154.70 ASPHALT FOR TACK COAT | | | 0018 601-90027 69.000 m | 70.00000 4830.00| 110.00000 7590.00| 54.00000 3726.00 GUARDRAIL, WOOD BEAM | | | 0019 610-06257 49.400 m2 | 135.00000 6669.00| 145.00000 7163.00| 102.00000 5038.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0020 616-02320 170.000 m2 | 5.00000 850.00| 4.00000 680.00| 4.00000 680.00 GEOTEXTILES | | | 0021 616-06405 93.000 Mg | 35.00000 3255.00| 25.00000 2325.00| 60.00000 5580.00 RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 515.00000 515.00| 520.00000 520.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 0.072 Mg | 750.00000 54.00| 125.00000 9.00| 200.00000 14.40 FERTILIZER | | | 0024 621-06548 0.880 kg | 40.00000 35.20| 60.00000 52.80| 55.00000 48.40 SEED MIXTURE, CV | | | 0025 621-06559 80.000 m2 | 7.25000 580.00| 5.50000 440.00| 5.00000 400.00 MULCHED SEEDING, R | | | 0026 702-51863 194.000 EACH| 7.00000 1358.00| 10.00000 1940.00| 10.00000 1940.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 702-90915 17.000 m3 | 676.00000 11492.00| 1675.00000 28475.00| 910.00000 15470.00 CONCRETE, A | | | 0028 703-51030 1366.000 kg | 3.00000 4098.00| 3.00000 4098.00| 2.40000 3278.40 REINFORCING STEEL | | | 0029 711-51035 155.000 kg | 20.00000 3100.00| 20.00000 3100.00| 7.00000 1085.00 STRUCTURAL STEEL | | | 0030 712-03819 170.000 m2 | 145.00000 24650.00| 130.00000 22100.00| 135.00000 22950.00 TIMBER ROOF | | | 0031 712-03820 181.000 m2 | 175.00000 31675.00| 125.00000 22625.00| 70.00000 12670.00 TIMBER SIDING | | | 0032 712-04707 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 2800.00000 2800.00 BRIDGE CLEANING | | | 0033 712-94080 80.000 m2 | 192.00000 15360.00| 140.00000 11200.00| 170.00000 13600.00 TIMBER DECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,090.97 ROUTE : CR 500S CALL ORDER : 451 CONTRACT ID : B -25814-A COUNTIES : PARKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1381845 |(3) 35-1561256 |CLR, INC. |HARVEY, GEORGE R. & SON, INC|KASER-SPRAKER CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 712-94725 6.719 m3 | 7365.00000 49485.44| 13000.00000 87347.00| 6200.00000 41657.80 STRUCTURAL TIMBER | | | 0035 712-95361 LUMP| 5800.00000 5800.00| 16000.00000 16000.00| 79454.00000 79454.00 TEMPORARY SUPPORT, TIMBER | | | 0036 712-97577 LUMP| 40500.00000 40500.00| 23000.00000 23000.00| 37800.00000 37800.00 GLULAM SUPERSTRUCTURE | | | 0037 728-98377 LUMP| 2100.00000 2100.00| 3000.00000 3000.00| 2600.00000 2600.00 MASONRY COATING | | | 0038 729-51875 7.300 m2 | 156.00000 1138.80| 400.00000 2920.00| 150.00000 1095.00 CONCRETE, A, PATCHING | | | 0039 801-04308 2.000 EACH| 750.00000 1500.00| 325.00000 650.00| 825.00000 1650.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 4.000 EACH| 250.00000 1000.00| 120.00000 480.00| 300.00000 1200.00 BARRICADE, IIIA | | | 0041 801-06640 4.000 EACH| 375.00000 1500.00| 120.00000 480.00| 300.00000 1200.00 CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 300.00000 300.00| 500.00000 500.00| 750.00000 750.00 MAINTAINING TRAFFIC | | | 0043 802-05701 17.500 m | 26.00000 455.00| 54.00000 945.00| 50.00000 875.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0044 802-76025 1.000 m2 | 172.00000 172.00| 230.00000 230.00| 230.00000 230.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 802-76035 1.670 m2 | 189.00000 315.63| 230.00000 384.10| 230.00000 384.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0046 900-04999 20.000 EACH| 262.00000 5240.00| 70.00000 1400.00| 185.00000 3700.00 POST , GUARDRAIL, WOOD | | | SECTION TOTALS | $ 273,099.17| $ 315,146.80| $ 333,225.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 273,099.17| $ 315,146.80| $ 333,225.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,090.97 ROUTE : CR 500S CALL ORDER : 451 CONTRACT ID : B -25814-A COUNTIES : PARKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1783.40000 8917.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2929.87000 2929.87| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20500.00000 20500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50735.19000 50735.19| | CLEARING RIGHT OF WAY | | | 0005 203-02000 8.000 m3 | 873.04000 6984.32| | EXCAVATION, COMMON | | | 0006 205-02224 54.000 m | 8.04000 434.16| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 206-51230 19.000 m3 | 52.30000 993.70| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0008 210-05721 LUMP| 7136.14000 7136.14| | FIRE RETARDANT TREATMENT | | | 0009 210-05813 LUMP| 8579.41000 8579.41| | PAINT BRIDGE | | | 0010 211-02060 4.000 m3 | 271.67000 1086.68| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 62.800 Mg | 48.85000 3067.78| | COMPACTED AGGREGATE, O, 53 | | | 0012 303-52309 7.000 Mg | 104.42000 730.94| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 402-05474 15.000 Mg | 200.00000 3000.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 6.700 Mg | 406.11000 2720.94| | HMA SURFACE 9.5 mm, MAINLINE | | | 0015 404-05511 19.000 m2 | 71.07000 1350.33| | SEAL COAT, 2 | | | 0016 405-05518 94.000 m2 | 4.30000 404.20| | ASPHALT FOR PRIME COAT | | | 0017 406-05521 91.000 m2 | 0.08000 7.28| | ASPHALT FOR TACK COAT | | | 0018 601-90027 69.000 m | 140.12000 9668.28| | GUARDRAIL, WOOD BEAM | | | 0019 610-06257 49.400 m2 | 63.29000 3126.53| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,090.97 ROUTE : CR 500S CALL ORDER : 451 CONTRACT ID : B -25814-A COUNTIES : PARKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-02320 170.000 m2 | 2.72000 462.40| | GEOTEXTILES | | | 0021 616-06405 93.000 Mg | 59.52000 5535.36| | RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 573.23000 573.23| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 0.072 Mg | 176.92000 12.74| | FERTILIZER | | | 0024 621-06548 0.880 kg | 63.69000 56.05| | SEED MIXTURE, CV | | | 0025 621-06559 80.000 m2 | 6.11000 488.80| | MULCHED SEEDING, R | | | 0026 702-51863 194.000 EACH| 10.36000 2009.84| | FIELD DRILLED HOLE IN CONCRETE | | | 0027 702-90915 17.000 m3 | 272.68000 4635.56| | CONCRETE, A | | | 0028 703-51030 1366.000 kg | 2.16000 2950.56| | REINFORCING STEEL | | | 0029 711-51035 155.000 kg | 3.77000 584.35| | STRUCTURAL STEEL | | | 0030 712-03819 170.000 m2 | 286.62000 48725.40| | TIMBER ROOF | | | 0031 712-03820 181.000 m2 | 117.19000 21211.39| | TIMBER SIDING | | | 0032 712-04707 LUMP| 3993.54000 3993.54| | BRIDGE CLEANING | | | 0033 712-94080 80.000 m2 | 178.34000 14267.20| | TIMBER DECK | | | 0034 712-94725 6.719 m3 | 16082.54000 108058.59| | STRUCTURAL TIMBER | | | 0035 712-95361 LUMP| 34298.55000 34298.55| | TEMPORARY SUPPORT, TIMBER | | | 0036 712-97577 LUMP| 26286.00000 26286.00| | GLULAM SUPERSTRUCTURE | | | 0037 728-98377 LUMP| 3760.42000 3760.42| | MASONRY COATING | | | 0038 729-51875 7.300 m2 | 144.84000 1057.33| | CONCRETE, A, PATCHING | | | 0039 801-04308 2.000 EACH| 343.94000 687.88| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/01 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,090.97 ROUTE : CR 500S CALL ORDER : 451 CONTRACT ID : B -25814-A COUNTIES : PARKE LETTING DATE : 10/16/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06605 4.000 EACH| 127.39000 509.56| | BARRICADE, IIIA | | | 0041 801-06640 4.000 EACH| 127.39000 509.56| | CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 481.52000 481.52| | MAINTAINING TRAFFIC | | | 0043 802-05701 17.500 m | 62.42000 1092.35| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0044 802-76025 1.000 m2 | 266.24000 266.24| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 802-76035 1.670 m2 | 263.69000 440.36| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0046 900-04999 20.000 EACH| 47.77000 955.40| | POST , GUARDRAIL, WOOD | | | SECTION TOTALS | $ 416,282.93| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 416,282.93| | ====================================================================================================================================