INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,739.90 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25554-A COUNTIES : VANDERBURGH LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : E340008 E340008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,018,361.25 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 1,065,264.31 104.6057% 3 35-1878024 RAGLE, INC. $ 1,135,385.56 111.4914% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0999231 |(3) 35-1878024 |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 21000.00000 21000.00| 55200.00000 55200.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 2030.00000 14210.00| 2100.00000 14700.00| 1000.00000 7000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 57310.25000 57310.25| 57000.00000 57000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22000.00000 22000.00| 28175.00000 28175.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 406.700 SYS | 15.65000 6364.86| 11.19000 4550.97| 13.00000 5287.10 PAVEMENT, REMOVE | | | 0006 202-60820 6264.000 SYS | 1.70000 10648.80| 3.68000 23051.52| 1.50000 9396.00 SURFACE MILLING, ASPHALT | | | 0007 202-74045 18.000 EACH| 220.00000 3960.00| 242.61000 4366.98| 7.80000 140.40 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0008 202-78515 LUMP| 16000.00000 16000.00| 2625.00000 2625.00| 1500.00000 1500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 4308.000 CYS | 8.85000 38125.80| 4.33000 18653.64| 25.00000 107700.00 EXCAVATION, COMMON | | | 0010 207-06499 8789.000 SYS | 12.15000 106786.35| 15.44000 135702.16| 15.00000 131835.00 SUBGRADE TREATMENT | | | 0011 211-02060 66.100 CYS | 36.50000 2412.65| 23.75000 1569.88| 25.00000 1652.50 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 448.800 TON | 22.70000 10187.76| 17.85000 8011.08| 25.00000 11220.00 COMPACTED AGGREGATE, O, 53 | | | 0013 307-04459 136.000 LFT | 5.00000 680.00| 1.05000 142.80| 1.00000 136.00 CURB, MONOLITHIC | | | 0014 401-05437 4570.600 TON | 39.20000 179167.52| 42.55000 194479.03| 37.00000 169112.20 QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,739.90 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25554-A COUNTIES : VANDERBURGH LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0999231 |(3) 35-1878024 |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05455 1012.600 TON | 40.20000 40706.52| 43.70000 44250.62| 38.00000 38478.80 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 906.700 TON | 46.90000 42524.23| 52.90000 47964.43| 46.00000 41708.20 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 3500.00000 3500.00| 2520.00000 2520.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0018 402-05495 1154.900 TON | 33.90000 39151.11| 36.80000 42500.32| 32.00000 36956.80 HMA WEDGE AND LEVEL | | | 0019 406-05520 6.700 TON | 300.00000 2010.00| 315.00000 2110.50| 300.00000 2010.00 ASPHALT FOR TACK COAT | | | 0020 603-05105 LUMP| 12465.00000 12465.00| 3150.00000 3150.00| 10000.00000 10000.00 RELOCATION MALL STREET LIGHT | | | 0021 603-05105 LUMP| 14355.00000 14355.00| 3675.00000 3675.00| 10000.00000 10000.00 RELOCATION MALL TRAFFIC COUNTER | | | 0022 603-05105 LUMP| 18245.00000 18245.00| 5775.00000 5775.00| 14000.00000 14000.00 RELOCATION MALL SIGN | | | 0023 605-06120 189.000 LFT | 13.50000 2551.50| 13.14000 2483.46| 12.51000 2364.39 CURB, CONCRETE | | | 0024 605-06155 1061.000 LFT | 8.50000 9018.50| 8.11000 8604.71| 7.72000 8190.92 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0025 605-06165 1945.000 LFT | 9.60000 18672.00| 9.37000 18224.65| 8.92000 17349.40 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0026 605-06245 97.000 SYS | 55.00000 5335.00| 50.96000 4943.12| 48.53000 4707.41 CENTER CURB, B, CONCRETE , MODIFIED | | | 0027 605-06270 575.000 SYS | 59.00000 33925.00| 57.03000 32792.25| 54.31000 31228.25 CENTER CURB, C, CONCRETE, MODIFIED | | | 0028 610-05527 128.800 TON | 85.00000 10948.00| 84.00000 10819.20| 80.00000 10304.00 HMA FOR APPROACHES | | | 0029 611-05330 170.000 SYS | 28.00000 4760.00| 22.66000 3852.20| 21.58000 3668.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0030 621-06567 12.000 MG | 1.00000 12.00| 1.05000 12.60| 1.00000 12.00 WATER | | | 0031 621-06575 3009.000 SYS | 3.40000 10230.60| 3.20000 9628.80| 3.05000 9177.45 SODDING, NURSERY | | | 0032 715-05820 98.000 LFT | 49.00000 4802.00| 80.85000 7923.30| 95.00000 9310.00 PIPE, REINFORCED CONCRETE , HE III, 23 | | | IN. X 14 IN. | | | 0033 715-06690 293.000 LFT | 41.00000 12013.00| 82.95000 24304.35| 75.00000 21975.00 PIPE, RCP, III, D0.01=1500, 12 IN. | | | 0034 715-41050 8.000 LFT | 68.00000 544.00| 255.15000 2041.20| 80.00000 640.00 PIPE, REINFORCED CONCRETE, III, 15 IN. ,| | | D0.01=1500 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,739.90 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25554-A COUNTIES : VANDERBURGH LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0999231 |(3) 35-1878024 |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-41055 5.000 LFT | 78.00000 390.00| 311.85000 1559.25| 82.00000 410.00 PIPE, REINFORCED CONCRETE, III, 18 IN. ,| | | D0.01=1500 | | | 0036 715-41065 58.000 LFT | 79.00000 4582.00| 136.50000 7917.00| 90.00000 5220.00 PIPE, REINFORCED CONCRETE, III, 24 IN. | | | 0037 720-04682 4.000 EACH| 2335.00000 9340.00| 3307.50000 13230.00| 2500.00000 10000.00 INLET , MODIFIED | | | 0038 720-44000 20.000 EACH| 325.00000 6500.00| 338.10000 6762.00| 350.00000 7000.00 CASTING, ADJUST TO GRADE | | | 0039 720-44025 2.000 EACH| 495.00000 990.00| 630.00000 1260.00| 1000.00000 2000.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0040 720-44040 1.000 EACH| 460.00000 460.00| 674.10000 674.10| 1200.00000 1200.00 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0041 720-45145 3.000 EACH| 2075.00000 6225.00| 3360.00000 10080.00| 2500.00000 7500.00 INLET, J10, MODIFIED | | | 0042 720-45155 4.000 EACH| 2175.00000 8700.00| 3255.00000 13020.00| 2500.00000 10000.00 INLET, M10, MODIFIED | | | 0043 720-45410 2.000 EACH| 1755.00000 3510.00| 2940.00000 5880.00| 3000.00000 6000.00 MANHOLE, C4 | | | 0044 720-93411 4.000 EACH| 3175.00000 12700.00| 3744.30000 14977.20| 2500.00000 10000.00 INLET, C15, MODIFIED | | | 0046 729-51875 1251.000 SFT | 4.15000 5191.65| 5.25000 6567.75| 6.00000 7506.00 CONCRETE, A, PATCHING | | | 0047 801-04308 4.000 EACH| 310.00000 1240.00| 309.75000 1239.00| 197.00000 788.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06207 1140.000 LFT | 1.00000 1140.00| 1.05000 1197.00| 0.98000 1117.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06211 8.000 EACH| 65.00000 520.00| 63.00000 504.00| 147.00000 1176.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0050 801-06606 12.000 EACH| 270.00000 3240.00| 262.50000 3150.00| 66.00000 792.00 BARRICADE, IIIB | | | 0051 801-06640 11.000 EACH| 94.00000 1034.00| 94.50000 1039.50| 82.00000 902.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 3.000 EACH| 54.00000 162.00| 52.50000 157.50| 54.00000 162.00 CONSTRUCTION SIGN, B | | | 0053 801-06649 86.000 EACH| 14.00000 1204.00| 12.60000 1083.60| 5.00000 430.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0054 801-06710 260.000 DAY | 18.00000 4680.00| 16.80000 4368.00| 15.00000 3900.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,739.90 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25554-A COUNTIES : VANDERBURGH LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0999231 |(3) 35-1878024 |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06775 LUMP| 39000.00000 39000.00| 36800.00000 36800.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0056 802-05701 112.500 LFT | 10.00000 1125.00| 10.46000 1176.75| 6.70000 753.75 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-76025 140.300 SFT | 18.00000 2525.40| 18.80000 2637.64| 14.10000 1978.23 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0058 802-76035 3.800 SFT | 21.00000 79.80| 20.90000 79.42| 14.40000 54.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0059 802-76045 31.300 SFT | 24.00000 751.20| 23.00000 719.90| 15.70000 491.41 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0060 805-01815 4.000 EACH| 2450.00000 9800.00| 1680.00000 6720.00| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0061 805-01842 7.000 EACH| 790.00000 5530.00| 656.25000 4593.75| 650.00000 4550.00 HANDHOLE, SIGNAL | | | 0062 805-02087 LUMP| 1025.00000 1025.00| 525.00000 525.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0063 805-06592 1234.000 LFT | 25.00000 30850.00| 10.50000 12957.00| 8.50000 10489.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0064 805-78100 1.000 EACH| 10350.00000 10350.00| 9975.00000 9975.00| 8450.00000 8450.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0065 805-78205 2.000 EACH| 725.00000 1450.00| 682.50000 1365.00| 540.00000 1080.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0066 805-78215 2.000 EACH| 780.00000 1560.00| 761.25000 1522.50| 610.00000 1220.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0067 805-78230 7.000 EACH| 1200.00000 8400.00| 1181.25000 8268.75| 980.00000 6860.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0068 805-78415 4.000 EACH| 1580.00000 6320.00| 1575.00000 6300.00| 1450.00000 5800.00 SPAN, CATENARY, AND TETHER | | | 0069 805-78420 4.000 EACH| 230.00000 920.00| 262.50000 1050.00| 220.00000 880.00 DISCONNECT HANGER | | | 0070 805-78445 1.000 EACH| 600.00000 600.00| 525.00000 525.00| 400.00000 400.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,739.90 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25554-A COUNTIES : VANDERBURGH LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0999231 |(3) 35-1878024 |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78467 50.000 LFT | 1.50000 75.00| 1.68000 84.00| 1.20000 60.00 SIGNAL CABLE, 3C 8GA. | | | 0072 805-78470 2371.000 LFT | 0.70000 1659.70| 0.32000 758.72| 0.20000 474.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0073 805-78480 795.000 LFT | 1.10000 874.50| 1.05000 834.75| 0.80000 636.00 SIGNAL CABLE, 3C 14GA. | | | 0074 805-78485 430.000 LFT | 1.20000 516.00| 1.05000 451.50| 0.90000 387.00 SIGNAL CABLE, 5C 14GA. | | | 0075 805-78490 465.000 LFT | 1.30000 604.50| 1.31000 609.15| 0.90000 418.50 SIGNAL CABLE, 7C 14GA. | | | 0076 805-78495 560.000 LFT | 1.50000 840.00| 1.89000 1058.40| 1.10000 616.00 SIGNAL CABLE, 9C 14GA. | | | 0077 805-78510 3230.000 LFT | 1.05000 3391.50| 0.84000 2713.20| 0.80000 2584.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0078 805-78785 11.000 EACH| 1090.00000 11990.00| 525.00000 5775.00| 380.00000 4180.00 SIGNAL DETECTOR HOUSING | | | 0079 805-78795 896.000 LFT | 11.60000 10393.60| 9.24000 8279.04| 8.20000 7347.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0080 805-78925 1.000 EACH| 1215.00000 1215.00| 735.00000 735.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0081 805-81032 4.000 EACH| 2560.00000 10240.00| 3150.00000 12600.00| 2750.00000 11000.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0082 805-92504 9.000 EACH| 250.00000 2250.00| 236.25000 2126.25| 280.00000 2520.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0083 805-96121 4.000 EACH| 220.00000 880.00| 131.25000 525.00| 100.00000 400.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0084 805-97114 2700.000 LFT | 2.50000 6750.00| 2.10000 5670.00| 1.30000 3510.00 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0085 808-06701 566.500 LFT | 0.50000 283.25| 0.41000 232.27| 0.75000 424.88 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0086 808-06703 1424.000 LFT | 0.40000 569.60| 0.38000 541.12| 0.45000 640.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0087 808-06705 928.000 LFT | 0.80000 742.40| 0.76000 705.28| 0.90000 835.20 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0088 808-75067 17.200 LFT | 9.50000 163.40| 9.98000 171.66| 12.00000 206.40 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0089 808-75245 2070.000 LFT | 0.40000 828.00| 0.38000 786.60| 0.45000 931.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,043,739.90 ROUTE : CALL ORDER : 131 CONTRACT ID : R -25554-A COUNTIES : VANDERBURGH LETTING DATE : 06/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-0999231 |(3) 35-1878024 |DEIG BROTHERS LUMBER & CONST|HUNT PAVING COMPANY, INC. |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 808-75260 281.000 LFT | 3.15000 885.15| 3.05000 857.05| 1.35000 379.35 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0091 808-75278 54.000 LFT | 3.15000 170.10| 3.05000 164.70| 1.35000 72.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0092 808-75297 223.000 LFT | 6.10000 1360.30| 6.20000 1382.60| 2.60000 579.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0093 808-75320 18.000 EACH| 59.00000 1062.00| 57.75000 1039.50| 46.00000 828.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0094 808-75325 11.000 EACH| 69.00000 759.00| 68.25000 750.75| 63.00000 693.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0095 808-92027 455.000 LFT | 0.80000 364.00| 0.76000 345.80| 0.90000 409.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0096 808-98796 174.000 LFT | 0.50000 87.00| 0.41000 71.34| 1.90000 330.60 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | SECTION TOTALS | $ 1,018,361.25| $ 1,065,264.31| $ 1,135,385.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,018,361.25| $ 1,065,264.31| $ 1,135,385.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/04/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9971040 IN39001 AND S106003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 2,872,331.00 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,079,473.46 107.2116% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 3,336,031.41 116.1436% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,599,553.27 125.3181% 5 36-2231526 WALSH CONSTR CO OF ILL $ 3,848,514.83 133.9857% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 20900.00000 20900.00| 60902.40000 60902.40| 20822.96000 20822.96 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1060.00000 9540.00| 2415.00000 21735.00| 2681.33000 24131.97 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 134936.25000 134936.25| 153500.00000 153500.00| 166713.82000 166713.82 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25750.00000 25750.00| 31389.13000 31389.13| 33256.32000 33256.32 CLEARING RIGHT OF WAY | | | 0005 203-02000 6807.000 m3 | 17.25000 117420.75| 7.23000 49214.61| 22.45000 152817.15 EXCAVATION, COMMON | | | 0006 203-02070 3187.000 m3 | 15.00000 47805.00| 5.98000 19058.26| 24.32000 77507.84 BORROW | | | 0007 203-02100 2335.000 m3 | 20.00000 46700.00| 6.18000 14430.30| 23.92000 55853.20 EXCAVATION, PEAT | | | 0008 203-07304 4.000 EACH| 316.00000 1264.00| 610.79000 2443.16| 972.22000 3888.88 DEWATERING FILTER BAG | | | 0010 205-06932 102.000 m | 21.90000 2233.80| 21.90000 2233.80| 21.90000 2233.80 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 762.000 m | 5.36000 4084.32| 5.36000 4084.32| 5.36000 4084.32 TEMPORARY SILT FENCE | | | 0012 206-51230 261.000 m3 | 9.55000 2492.55| 32.89000 8584.29| 32.33000 8438.13 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 4756.000 m3 | 25.76000 122514.56| 8.07000 38380.92| 27.25000 129601.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 23.000 m3 | 70.00000 1610.00| 144.74000 3329.02| 93.56000 2151.88 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 216-06392 2040.000 m3 | 53.75000 109650.00| 50.50000 103020.00| 51.42000 104896.80 CELLULAR CONCRETE FILL, II | | | 0016 216-06394 1300.000 m3 | 62.18000 80834.00| 60.50000 78650.00| 61.94000 80522.00 CELLULAR CONCRETE FILL, IV | | | 0017 303-52308 2606.000 Mg | 18.50000 48211.00| 16.06000 41852.36| 14.67000 38230.02 COMPACTED AGGREGATE, O, 53 | | | 0018 401-05437 1345.000 Mg | 37.50000 50437.50| 39.15000 52656.75| 41.00000 55145.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0019 401-05454 766.000 Mg | 46.00000 35236.00| 40.10000 30716.60| 41.00000 31406.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0020 401-05456 390.000 Mg | 50.00000 19500.00| 46.65000 18193.50| 49.00000 19110.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 401-05459 555.000 Mg | 40.00000 22200.00| 44.60000 24753.00| 41.00000 22755.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0022 405-05517 11.600 Mg | 300.00000 3480.00| 230.00000 2668.00| 380.00000 4408.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 3.700 Mg | 250.00000 925.00| 372.00000 1376.40| 350.00000 1295.00 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1200.00000 4800.00| 1120.00000 4480.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-02103 59.530 m | 42.00000 2500.26| 40.00000 2381.20| 42.00000 2500.26 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0026 601-94689 6.000 EACH| 2100.00000 12600.00| 1965.00000 11790.00| 2100.00000 12600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 800.00000 800.00| 1050.00000 1050.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 334.500 m | 32.00000 10704.00| 29.00000 9700.50| 32.00000 10704.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 38.000 EACH| 5.00000 190.00| 7.00000 266.00| 5.00000 190.00 BARRIER DELINEATOR | | | 0030 610-05527 29.500 Mg | 75.00000 2212.50| 67.30000 1985.35| 70.00000 2065.00 HMA FOR APPROACHES | | | 0031 610-06257 347.000 m2 | 48.05000 16673.35| 49.11000 17041.17| 68.12000 23637.64 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 615-06527 1.000 EACH| 610.00000 610.00| 157.95000 157.95| 600.00000 600.00 MONUMENT, SECTION CORNER | | | 0033 616-02320 4536.000 m2 | 2.26000 10251.36| 1.51000 6849.36| 1.70000 7711.20 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-05688 1388.000 Mg | 38.34000 53215.92| 41.73000 57921.24| 42.28000 58684.64 RIPRAP, CLASS 1 | | | 0035 616-06405 218.000 Mg | 27.25000 5940.50| 26.91000 5866.38| 30.69000 6690.42 RIPRAP, REVETMENT | | | 0036 621-06574 766.000 m2 | 5.56000 4258.96| 5.56000 4258.96| 5.56000 4258.96 SODDING | | | 0037 622-52436 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0038 622-91786 80.000 EACH| 9.88000 790.40| 9.88000 790.40| 9.88000 790.40 SEEDLING | | | 0039 701-93633 429.600 m | 6.40000 2749.44| 126.09000 54168.26| 57.58000 24736.37 OVERSIZED PREDRILLED PILE HOLES | | | 0040 701-98647 5586.200 m | 64.75000 361706.45| 87.01000 486055.26| 60.33000 337015.45 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0041 701-98648 375.000 m | 217.10000 81412.50| 118.26000 44347.50| 167.03000 62636.25 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 5.16 mm, 356 mm | | | 0042 702-51015 69.000 m3 | 300.00000 20700.00| 287.44000 19833.36| 435.61000 30057.09 CONCRETE, B, FOOTINGS | | | 0043 702-51863 18.000 EACH| 16.00000 288.00| 10.39000 187.02| 10.47000 188.46 FIELD DRILLED HOLE IN CONCRETE | | | 0044 703-51030 70503.000 kg | 0.84000 59222.52| 1.43000 100819.29| 1.00000 70503.00 REINFORCING STEEL | | | 0045 703-51032 104014.000 kg | 1.05000 109214.70| 1.56000 162261.84| 1.08000 112335.12 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 1045.100 m3 | 350.00000 365785.00| 424.41000 443550.89| 601.63000 628763.51 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 4.000 EACH| 1000.00000 4000.00| 1168.37000 4673.48| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 91.600 m3 | 308.00000 28212.80| 412.22000 37759.35| 275.00000 25190.00 CONCRETE, C, RAILING | | | 0049 709-51821 LUMP| 14370.00000 14370.00| 11482.20000 11482.20| 11600.00000 11600.00 SURFACE SEAL | | | 0050 714-26717 72.500 m | 1725.15000 125073.38| 1431.38000 103775.05| 4014.25000 291033.13 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0051 714-26719 43.500 m | 1850.00000 80475.00| 3131.42000 136216.77| 4357.32000 189543.42 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2100 mm | | | 0052 715-03475 2.000 EACH| 300.00000 600.00| 237.09000 474.18| 443.31000 886.62 SAFETY METAL END SECTION, 4:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-03584 4.000 EACH| 300.00000 1200.00| 299.61000 1198.44| 500.16000 2000.64 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0054 715-05049 551.600 m | 75.00000 41370.00| 6.03000 3326.15| 34.93000 19267.39 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0055 715-05121 28.000 m | 110.00000 3080.00| 92.46000 2588.88| 119.27000 3339.56 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0056 715-05149 49.500 m | 90.00000 4455.00| 64.77000 3206.12| 62.48000 3092.76 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0057 715-05151 7.000 m | 100.00000 700.00| 68.65000 480.55| 181.11000 1267.77 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0058 715-05154 44.200 m | 130.00000 5746.00| 85.54000 3780.87| 108.71000 4804.98 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-46020 1.000 EACH| 460.00000 460.00| 303.44000 303.44| 608.03000 608.03 PIPE END SECTION, 600 mm | | | 0060 720-45410 1.000 EACH| 2400.00000 2400.00| 1706.63000 1706.63| 3352.23000 3352.23 MANHOLE, C4 | | | 0061 722-60824 528.000 m2 | 4.00000 2112.00| 1.60000 844.80| 4.50000 2376.00 SURFACE MILLING | | | 0062 723-06660 119.000 m2 | 389.90000 46398.10| 358.22000 42628.18| 40.11000 4773.09 WINGWALL | | | 0064 801-04308 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 200.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 8.000 EACH| 130.00000 1040.00| 150.00000 1200.00| 130.00000 1040.00 BARRICADE, IIIA | | | 0066 801-06606 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00 BARRICADE, IIIB | | | 0067 801-06625 34.000 EACH| 60.00000 2040.00| 60.00000 2040.00| 60.00000 2040.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 16.000 EACH| 90.00000 1440.00| 90.00000 1440.00| 90.00000 1440.00 CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP| 1600.00000 1600.00| 6623.59000 6623.59| 600.00000 600.00 MAINTAINING TRAFFIC | | | 0070 802-02489 48.700 m | 28.20000 1373.34| 28.20000 1373.34| 28.20000 1373.34 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0071 802-76025 2.000 m2 | 140.00000 280.00| 140.00000 280.00| 140.00000 280.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 802-76035 7.680 m2 | 143.00000 1098.24| 143.00000 1098.24| 143.00000 1098.24 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1339168 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-03632 440.000 m | 15.50000 6820.00| 15.50000 6820.00| 15.50000 6820.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0074 808-06713 1685.000 m | 0.72000 1213.20| 0.72000 1213.20| 0.72000 1213.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-75240 90.000 m | 1.70000 153.00| 1.70000 153.00| 1.70000 153.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0076 808-75245 895.000 m | 1.75000 1566.25| 1.75000 1566.25| 1.75000 1566.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0077 723-06927 55.000 m | 8112.12000 446166.60| 8956.89000 492628.95| 5399.19000 296955.45 STRUCTURE, PRECAST THREE-SIDED, 10900 | | | mm X 3700 mm | | | 0078 402-05495 100.000 Mg | 65.00000 6500.00| 40.60000 4060.00| 49.00000 4900.00 HMA WEDGE AND LEVEL | | | 0079 205-06931 85.000 Mg | 37.50000 3187.50| 32.33000 2748.05| 59.17000 5029.45 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | SECTION TOTALS | $ 2,872,331.00| $ 3,079,473.46| $ 3,336,031.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,872,331.00| $ 3,079,473.46| $ 3,336,031.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 40000.00000 40000.00| 206000.00000 206000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 3500.00000 31500.00| 2400.00000 21600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 180000.00000 180000.00| 190000.00000 190000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35000.00000 35000.00| 38000.00000 38000.00| CLEARING RIGHT OF WAY | | | 0005 203-02000 6807.000 m3 | 10.00000 68070.00| 18.00000 122526.00| EXCAVATION, COMMON | | | 0006 203-02070 3187.000 m3 | 16.00000 50992.00| 2.00000 6374.00| BORROW | | | 0007 203-02100 2335.000 m3 | 15.00000 35025.00| 22.00000 51370.00| EXCAVATION, PEAT | | | 0008 203-07304 4.000 EACH| 500.00000 2000.00| 524.89000 2099.56| DEWATERING FILTER BAG | | | 0010 205-06932 102.000 m | 25.00000 2550.00| 21.90000 2233.80| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 762.000 m | 5.36000 4084.32| 5.36000 4084.32| TEMPORARY SILT FENCE | | | 0012 206-51230 261.000 m3 | 20.00000 5220.00| 20.00000 5220.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 4756.000 m3 | 32.00000 152192.00| 15.52000 73813.12| B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 23.000 m3 | 100.00000 2300.00| 75.20000 1729.60| FLOWABLE MORTAR | | | 0015 216-06392 2040.000 m3 | 58.00000 118320.00| 53.00000 108120.00| CELLULAR CONCRETE FILL, II | | | 0016 216-06394 1300.000 m3 | 64.00000 83200.00| 63.00000 81900.00| CELLULAR CONCRETE FILL, IV | | | 0017 303-52308 2606.000 Mg | 19.00000 49514.00| 17.00000 44302.00| COMPACTED AGGREGATE, O, 53 | | | 0018 401-05437 1345.000 Mg | 48.00000 64560.00| 45.00000 60525.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0019 401-05454 766.000 Mg | 48.00000 36768.00| 45.00000 34470.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0020 401-05456 390.000 Mg | 60.00000 23400.00| 51.00000 19890.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 401-05459 555.000 Mg | 48.00000 26640.00| 48.00000 26640.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 405-05517 11.600 Mg | 3.00000 34.80| 380.00000 4408.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 3.700 Mg | 3.00000 11.10| 350.00000 1295.00| ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-02103 59.530 m | 42.00000 2500.26| 42.00000 2500.26| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0026 601-94689 6.000 EACH| 2100.00000 12600.00| 2100.00000 12600.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 800.00000 800.00| 800.00000 800.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 334.500 m | 32.00000 10704.00| 32.00000 10704.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 38.000 EACH| 8.00000 304.00| 6.00000 228.00| BARRIER DELINEATOR | | | 0030 610-05527 29.500 Mg | 75.00000 2212.50| 70.00000 2065.00| HMA FOR APPROACHES | | | 0031 610-06257 347.000 m2 | 40.00000 13880.00| 43.00000 14921.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 615-06527 1.000 EACH| 500.00000 500.00| 326.24000 326.24| MONUMENT, SECTION CORNER | | | 0033 616-02320 4536.000 m2 | 2.00000 9072.00| 2.34000 10614.24| GEOTEXTILES | | | 0034 616-05688 1388.000 Mg | 40.00000 55520.00| 40.00000 55520.00| RIPRAP, CLASS 1 | | | 0035 616-06405 218.000 Mg | 35.00000 7630.00| 32.00000 6976.00| RIPRAP, REVETMENT | | | 0036 621-06574 766.000 m2 | 5.56000 4258.96| 5.56000 4258.96| SODDING | | | 0037 622-52436 2.000 EACH| 25.00000 50.00| 25.00000 50.00| SIGN, DO NOT MOW OR SPRAY | | | 0038 622-91786 80.000 EACH| 9.88000 790.40| 9.88000 790.40| SEEDLING | | | 0039 701-93633 429.600 m | 5.00000 2148.00| 1.00000 429.60| OVERSIZED PREDRILLED PILE HOLES | | | 0040 701-98647 5586.200 m | 90.00000 502758.00| 62.00000 346344.40| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 701-98648 375.000 m | 200.00000 75000.00| 232.00000 87000.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 5.16 mm, 356 mm | | | 0042 702-51015 69.000 m3 | 500.00000 34500.00| 400.00000 27600.00| CONCRETE, B, FOOTINGS | | | 0043 702-51863 18.000 EACH| 15.00000 270.00| 32.00000 576.00| FIELD DRILLED HOLE IN CONCRETE | | | 0044 703-51030 70503.000 kg | 1.20000 84603.60| 0.89000 62747.67| REINFORCING STEEL | | | 0045 703-51032 104014.000 kg | 1.30000 135218.20| 1.04000 108174.56| REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 1045.100 m3 | 800.00000 836080.00| 975.00000 1018972.50| CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 4.000 EACH| 1000.00000 4000.00| 1800.00000 7200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 91.600 m3 | 275.00000 25190.00| 565.00000 51754.00| CONCRETE, C, RAILING | | | 0049 709-51821 LUMP| 14000.00000 14000.00| 14840.00000 14840.00| SURFACE SEAL | | | 0050 714-26717 72.500 m | 2700.00000 195750.00| 1850.00000 134125.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0051 714-26719 43.500 m | 3000.00000 130500.00| 1950.00000 84825.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2100 mm | | | 0052 715-03475 2.000 EACH| 400.00000 800.00| 188.40000 376.80| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0053 715-03584 4.000 EACH| 400.00000 1600.00| 296.66000 1186.64| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0054 715-05049 551.600 m | 40.00000 22064.00| 14.37000 7926.49| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0055 715-05121 28.000 m | 80.00000 2240.00| 120.59000 3376.52| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0056 715-05149 49.500 m | 75.00000 3712.50| 13.20000 653.40| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0057 715-05151 7.000 m | 80.00000 560.00| 105.17000 736.19| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0058 715-05154 44.200 m | 150.00000 6630.00| 117.11000 5176.26| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-46020 1.000 EACH| 500.00000 500.00| 277.03000 277.03| PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45410 1.000 EACH| 3100.00000 3100.00| 1926.39000 1926.39| MANHOLE, C4 | | | 0061 722-60824 528.000 m2 | 8.00000 4224.00| 2.80000 1478.40| SURFACE MILLING | | | 0062 723-06660 119.000 m2 | 250.00000 29750.00| 500.00000 59500.00| WINGWALL | | | 0064 801-04308 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 8.000 EACH| 150.00000 1200.00| 200.00000 1600.00| BARRICADE, IIIA | | | 0066 801-06606 8.000 EACH| 125.00000 1000.00| 250.00000 2000.00| BARRICADE, IIIB | | | 0067 801-06625 34.000 EACH| 60.00000 2040.00| 60.00000 2040.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 16.000 EACH| 90.00000 1440.00| 90.00000 1440.00| CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP| 5000.00000 5000.00| 85000.00000 85000.00| MAINTAINING TRAFFIC | | | 0070 802-02489 48.700 m | 28.20000 1373.34| 28.20000 1373.34| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0071 802-76025 2.000 m2 | 140.00000 280.00| 140.00000 280.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 802-76035 7.680 m2 | 143.00000 1098.24| 143.00000 1098.24| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0073 808-03632 440.000 m | 15.50000 6820.00| 15.50000 6820.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0074 808-06713 1685.000 m | 0.72000 1213.20| 0.72000 1213.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-75240 90.000 m | 1.70000 153.00| 1.70000 153.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0076 808-75245 895.000 m | 1.75000 1566.25| 1.75000 1566.25| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0077 723-06927 55.000 m | 5700.32000 313517.60| 8500.00000 467500.00| STRUCTURE, PRECAST THREE-SIDED, 10900 | | | mm X 3700 mm | | | 0078 402-05495 100.000 Mg | 48.00000 4800.00| 100.00000 10000.00| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/18/02 PAGE : 201 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,625,850.00 ROUTE : KERN ROAD CALL ORDER : 201 CONTRACT ID : R -26174-A COUNTIES : ST. JOSEPH LETTING DATE : 06/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 205-06931 85.000 Mg | 50.00000 4250.00| 45.57000 3873.45| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | SECTION TOTALS | $ 3,599,553.27| $ 3,848,514.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,599,553.27| $ 3,848,514.83| ====================================================================================================================================