INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/03/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 1,286,279.73 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,324,170.75 102.9458% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,324,237.78 102.9510% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,396,046.67 108.5337% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,486,412.65 115.5591% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,494,872.79 116.2168% ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-07039 9.000 MOS | 1800.00000 16200.00| 1800.00000 16200.00| 1800.00000 16200.00 FIELD OFFICE, B | | | 0002 105-06845 LUMP | 35000.00000 35000.00| 30000.00000 30000.00| 30166.41000 30166.41 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP | 64300.00000 64300.00| 71000.00000 71000.00| 66500.00000 66500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 25725.00000 25725.00| 50000.00000 50000.00| 26600.00000 26600.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 577.000 m2 | 10.00000 5770.00| 12.50000 7212.50| 9.00000 5193.00 PAVEMENT REMOVAL | | | 0006 202-02286 1.000 EACH | 20000.00000 20000.00| 10000.00000 10000.00| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE , STR NO 38 | | | 0007 202-60820 312.000 m2 | 12.50000 3900.00| 7.50000 2340.00| 8.14000 2539.68 SURFACE MILLING, ASPHALT | | | 0008 202-60822 146.000 m2 | 11.00000 1606.00| 11.00000 1606.00| 8.42000 1229.32 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE , STR NO 38 | | | 0009 203-02000 6483.000 m3 | 11.75000 76175.25| 25.00000 162075.00| 28.00000 181524.00 EXCAVATION, COMMON | | | 0010 205-03371 50.000 m3 | 30.00000 1500.00| 40.00000 2000.00| 18.21000 910.50 SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 205-06931 57.000 Mg | 75.00000 4275.00| 34.00000 1938.00| 51.14000 2914.98 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 10.000 m | 75.00000 750.00| 23.10000 231.00| 78.44000 784.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 10.000 EACH | 75.00000 750.00| 65.00000 650.00| 59.34000 593.40 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06934 2.600 Mg | 600.00000 1560.00| 385.00000 1001.00| 591.24000 1537.22 TEMPORARY MULCHING | | | 0015 205-06936 12.000 Mg | 100.00000 1200.00| 56.00000 672.00| 30.00000 360.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 500.000 m | 5.50000 2750.00| 4.50000 2250.00| 5.31000 2655.00 TEMPORARY SILT FENCE | | | 0017 207-07498 11459.000 m2 | 5.00000 57295.00| 7.25000 83077.75| 6.00000 68754.00 SUBGRADE TREATMENT, TYPE A | | | 0018 207-07499 1394.000 m2 | 11.00000 15334.00| 9.00000 12546.00| 6.20000 8642.80 SUBGRADE TREATMENT, TYPE B | | | 0019 211-07454 431.600 m3 | 32.50000 14027.00| 15.00000 6474.00| 13.00000 5610.80 STRUCTURE BACKFILL | | | 0020 213-52830 45.600 m3 | 150.00000 6840.00| 95.00000 4332.00| 126.82000 5782.99 FLOWABLE MORTAR | | | 0021 301-07448 1887.000 Mg | 20.00000 37740.00| 12.00000 22644.00| 19.21000 36249.27 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-07449 11.000 Mg | 40.00000 440.00| 60.00000 660.00| 42.32000 465.52 COMPACTED AGGREGATE, NO. 73 | | | 0023 304-07490 49.000 Mg | 110.00000 5390.00| 100.00000 4900.00| 107.89000 5286.61 HMA PATCHING, TYPE B | | | 0024 401-06264 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 1078.91000 1078.91 PROFILOGRAPH, HMA | | | 0025 401-07333 1399.000 Mg | 53.00000 74147.00| 48.00000 67152.00| 51.79000 72454.21 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0026 401-07402 1039.000 Mg | 50.00000 51950.00| 45.00000 46755.00| 48.55000 50443.45 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07417 4663.000 Mg | 45.00000 209835.00| 41.00000 191183.00| 44.24000 206291.12 QC/QA-HMA, 2, 76, BASE, 25.0 MM | | | 0028 402-07440 1000.000 Mg | 45.00000 45000.00| 41.00000 41000.00| 44.24000 44240.00 HMA BASE, TYPE A | | | 0029 404-05511 3702.000 m2 | 2.00000 7404.00| 1.80000 6663.60| 1.94000 7181.88 SEAL COAT, 2 | | | 0030 406-05520 12.020 Mg | 110.00000 1322.20| 100.00000 1202.00| 107.89000 1296.84 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 604-91531 940.000 m2 | 35.00000 32900.00| 31.00000 29140.00| 29.00000 27260.00 SIDEWALK, CONCRETE, 100 mm | | | 0033 605-06155 986.000 m | 55.00000 54230.00| 48.25000 47574.50| 45.00000 44370.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0034 610-07486 1274.000 Mg | 55.00000 70070.00| 49.00000 62426.00| 52.87000 67356.38 HMA FOR APPROACHES, TYPE A | | | 0035 611-05330 579.000 m2 | 60.00000 34740.00| 46.25000 26778.75| 48.00000 27792.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-06497 18.000 EACH | 180.00000 3240.00| 125.00000 2250.00| 134.86000 2427.48 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-06498 1.000 EACH | 250.00000 250.00| 165.00000 165.00| 178.02000 178.02 MAILBOX ASSEMBLY, DOUBLE | | | 0038 615-06490 14.000 EACH | 120.00000 1680.00| 110.00000 1540.00| 118.68000 1661.52 RIGHT OF WAY MARKER | | | 0039 615-06505 5.000 EACH | 550.00000 2750.00| 450.00000 2250.00| 485.51000 2427.55 MONUMENT, B | | | 0040 615-06510 1.000 EACH | 500.00000 500.00| 350.00000 350.00| 377.62000 377.62 MONUMENT, C | | | 0041 616-02320 158.000 m2 | 2.50000 395.00| 3.00000 474.00| 3.51000 554.58 GEOTEXTILES | | | 0042 616-06451 73.000 Mg | 32.50000 2372.50| 25.00000 1825.00| 36.72000 2680.56 RIPRAP, UNIFORM | | | 0043 621-01004 2.000 EACH | 700.00000 1400.00| 500.00000 1000.00| 674.32000 1348.64 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.600 Mg | 750.00000 450.00| 495.00000 297.00| 775.74000 465.44 FERTILIZER | | | 0045 621-06553 110.000 kg | 8.00000 880.00| 4.95000 544.50| 8.16000 897.60 SEED MIXTURE, R | | | 0046 621-06557 48.000 kg | 20.00000 960.00| 4.95000 237.60| 20.45000 981.60 SEED MIXTURE, T | | | 0047 621-06565 2.600 Mg | 575.00000 1495.00| 385.00000 1001.00| 591.24000 1537.22 MULCHING MATERIAL | | | 0048 621-06567 165.000 kL | 2.75000 453.75| 13.00000 2145.00| 2.70000 445.50 WATER | | | 0049 621-06575 8772.000 m2 | 5.00000 43860.00| 4.25000 37281.00| 3.43000 30087.96 SODDING, NURSERY | | | 0050 714-99348 24.000 m | 1000.00000 24000.00| 850.00000 20400.00| 836.86000 20084.64 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-05149 388.000 m | 75.00000 29100.00| 88.00000 34144.00| 82.62000 32056.56 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0052 715-05151 139.500 m | 81.00000 11299.50| 99.00000 13810.50| 92.82000 12948.39 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0053 715-05152 65.500 m | 95.00000 6222.50| 155.00000 10152.50| 146.58000 9600.99 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0054 715-05169 88.500 m | 88.00000 7788.00| 115.00000 10177.50| 122.76000 10864.26 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05171 80.000 m | 95.00000 7600.00| 112.00000 8960.00| 94.98000 7598.40 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-46005 15.000 EACH | 250.00000 3750.00| 595.00000 8925.00| 140.26000 2103.90 PIPE END SECTION, 375 mm | | | 0058 715-46010 4.000 EACH | 300.00000 1200.00| 725.00000 2900.00| 188.81000 755.24 PIPE END SECTION, 450 mm | | | 0059 715-46000 1.000 EACH | 225.00000 225.00| 720.00000 720.00| 131.63000 131.63 PIPE END SECTION, 300 mm | | | 0060 720-44000 4.000 EACH | 400.00000 1600.00| 420.00000 1680.00| 389.32000 1557.28 CASTING, ADJUST TO GRADE | | | 0061 720-45045 4.000 EACH | 1400.00000 5600.00| 1250.00000 5000.00| 1345.72000 5382.88 INLET, J10 | | | 0062 720-45055 2.000 EACH | 1500.00000 3000.00| 1250.00000 2500.00| 1345.72000 2691.44 INLET, M10 | | | 0063 720-45275 1.000 EACH | 1200.00000 1200.00| 1300.00000 1300.00| 1653.68000 1653.68 PIPE CATCH BASIN, 600 mm | | | 0064 720-45410 3.000 EACH | 2400.00000 7200.00| 1425.00000 4275.00| 1491.85000 4475.55 MANHOLE, C4 | | | 0065 720-98555 3.000 EACH | 2000.00000 6000.00| 1700.00000 5100.00| 1818.28000 5454.84 INLET, C15 | | | 0066 801-04308 7.000 EACH | 180.00000 1260.00| 70.00000 490.00| 350.65000 2454.55 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06207 4560.000 m | 3.50000 15960.00| 3.18000 14500.80| 2.75000 12540.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0070 801-06625 71.000 EACH | 38.50000 2733.50| 55.00000 3905.00| 70.13000 4979.23 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 47.000 EACH | 137.50000 6462.50| 90.00000 4230.00| 91.71000 4310.37 CONSTRUCTION SIGN, A | | | 0072 801-06645 4.000 EACH | 40.00000 160.00| 30.00000 120.00| 48.55000 194.20 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 801-06775 LUMP | 33143.00000 33143.00| 40200.00000 40200.00| 42000.00000 42000.00 MAINTAINING TRAFFIC | | | 0074 802-05701 148.800 m | 46.00000 6844.80| 38.00000 5654.40| 49.63000 7384.94 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-05702 16.200 m | 33.50000 542.70| 28.00000 453.60| 47.47000 769.01 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0076 802-76025 7.200 m2 | 144.00000 1036.80| 120.00000 864.00| 196.36000 1413.79 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0077 802-76035 11.220 m2 | 155.00000 1739.10| 130.00000 1458.60| 204.99000 2299.99 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0078 802-76045 1.240 m2 | 192.00000 238.08| 160.00000 198.40| 223.33000 276.93 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0079 808-06703 1088.000 m | 0.95000 1033.60| 1.60000 1740.80| 1.21000 1316.48 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0080 808-06705 90.000 m | 4.00000 360.00| 3.00000 270.00| 4.10000 369.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0081 805-01815 2.000 EACH | 2225.00000 4450.00| 1850.00000 3700.00| 2710.23000 5420.46 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0082 805-01822 1.000 EACH | 1925.00000 1925.00| 1600.00000 1600.00| 2002.46000 2002.46 SPAN, CATENARY AND TETHER, INSTALL | | | 0083 805-78010 1.000 EACH | 1325.00000 1325.00| 1100.00000 1100.00| 1022.81000 1022.81 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0084 805-78195 8.000 EACH | 380.00000 3040.00| 320.00000 2560.00| 316.12000 2528.96 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0085 805-78420 1.000 EACH | 300.00000 300.00| 250.00000 250.00| 194.20000 194.20 DISCONNECT HANGER | | | 0086 805-78445 1.000 EACH | 480.00000 480.00| 400.00000 400.00| 329.07000 329.07 SIGNAL SERVICE | | | 0087 805-78480 162.000 m | 4.25000 688.50| 3.50000 567.00| 3.45000 558.90 SIGNAL CABLE, 3C 14GA. | | | 0088 805-78485 16.000 m | 4.75000 76.00| 4.00000 64.00| 3.67000 58.72 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 805-81032 2.000 EACH | 3550.00000 7100.00| 2950.00000 5900.00| 3172.00000 6344.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0090 808-06713 1509.000 m | 0.35000 528.15| 0.80000 1207.20| 0.86000 1297.74 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0091 808-06716 1999.000 m | 1.00000 1999.00| 1.35000 2698.65| 0.85000 1699.15 LINE, REMOVE | | | 0092 808-75245 2198.000 m | 0.85000 1868.30| 1.60000 3516.80| 1.21000 2659.58 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0093 808-75260 42.000 m | 5.25000 220.50| 10.00000 420.00| 6.15000 258.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0094 808-75278 230.000 m | 5.25000 1207.50| 10.00000 2300.00| 6.15000 1414.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0095 808-75297 35.000 m | 9.00000 315.00| 25.00000 875.00| 11.33000 396.55 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0096 808-75320 29.000 EACH | 55.00000 1595.00| 1.00000 29.00| 0.00000 0.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0097 808-75325 13.000 EACH | 60.00000 780.00| 2.00000 26.00| 0.00000 0.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0098 808-75320 29.000 EACH | 55.00000 1595.00| 1.00000 29.00| 69.05000 2002.45 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0099 808-75325 13.000 EACH | 60.00000 780.00| 2.00000 26.00| 99.26000 1290.38 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0100 604-07896 48.000 m2 | 143.00000 6864.00| 183.00000 8784.00| 150.00000 7200.00 CURB RAMP, CONCRETE, B | | | 0102 604-07898 4.000 m2 | 173.00000 692.00| 183.00000 732.00| 150.00000 600.00 CURB RAMP, CONCRETE, D | | | 0103 604-07901 33.000 m2 | 173.00000 5709.00| 183.00000 6039.00| 150.00000 4950.00 CURB RAMP. CONCRETE, G | | | 0104 604-07902 57.000 m2 | 173.00000 9861.00| 183.00000 10431.00| 150.00000 8550.00 CURB RAMP, CONCRETE, H | | | 0105 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0107 801-07118 29.000 m | 42.00000 1218.00| 13.70000 397.30| 28.60000 829.40 BARRICADE, III-A | | | 0108 801-07119 25.000 m | 42.00000 1050.00| 13.70000 342.50| 24.96000 624.00 BARRICADE, III-B | | | SECTION TOTALS | $ 1,286,279.73| $ 1,324,170.75| $ 1,324,237.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,286,279.73| $ 1,324,170.75| $ 1,324,237.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-07039 9.000 MOS | 1370.00000 12330.00| 2500.00000 22500.00| 1700.00000 15300.00 FIELD OFFICE, B | | | 0002 105-06845 LUMP | 32000.00000 32000.00| 29500.00000 29500.00| 25300.00000 25300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP | 50000.00000 50000.00| 115000.00000 115000.00| 74000.00000 74000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 26000.00000 26000.00| 35000.00000 35000.00| 29000.00000 29000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 577.000 m2 | 7.00000 4039.00| 10.00000 5770.00| 15.00000 8655.00 PAVEMENT REMOVAL | | | 0006 202-02286 1.000 EACH | 2300.00000 2300.00| 8750.00000 8750.00| 3000.00000 3000.00 PRESENT STRUCTURE, REMOVE , STR NO 38 | | | 0007 202-60820 312.000 m2 | 7.50000 2340.00| 17.00000 5304.00| 5.90000 1840.80 SURFACE MILLING, ASPHALT | | | 0008 202-60822 146.000 m2 | 8.50000 1241.00| 17.00000 2482.00| 6.50000 949.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE , STR NO 38 | | | 0009 203-02000 6483.000 m3 | 17.25000 111831.75| 24.75000 160454.25| 21.00000 136143.00 EXCAVATION, COMMON | | | 0010 205-03371 50.000 m3 | 26.00000 1300.00| 75.00000 3750.00| 15.00000 750.00 SEDIMENT REMOVE | | | 0011 205-06931 57.000 Mg | 66.00000 3762.00| 50.00000 2850.00| 82.00000 4674.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 10.000 m | 76.00000 760.00| 75.00000 750.00| 87.60000 876.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 10.000 EACH | 57.00000 570.00| 60.00000 600.00| 68.25000 682.50 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06934 2.600 Mg | 575.00000 1495.00| 575.00000 1495.00| 405.00000 1053.00 TEMPORARY MULCHING | | | 0015 205-06936 12.000 Mg | 68.00000 816.00| 175.00000 2100.00| 80.00000 960.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 500.000 m | 5.25000 2625.00| 5.25000 2625.00| 4.70000 2350.00 TEMPORARY SILT FENCE | | | 0017 207-07498 11459.000 m2 | 9.00000 103131.00| 5.60000 64170.40| 8.50000 97401.50 SUBGRADE TREATMENT, TYPE A | | | 0018 207-07499 1394.000 m2 | 7.00000 9758.00| 8.15000 11361.10| 11.00000 15334.00 SUBGRADE TREATMENT, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-07454 431.600 m3 | 33.00000 14242.80| 26.50000 11437.40| 16.00000 6905.60 STRUCTURE BACKFILL | | | 0020 213-52830 45.600 m3 | 126.00000 5745.60| 100.00000 4560.00| 150.00000 6840.00 FLOWABLE MORTAR | | | 0021 301-07448 1887.000 Mg | 16.25000 30663.75| 18.00000 33966.00| 24.50000 46231.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-07449 11.000 Mg | 38.00000 418.00| 65.00000 715.00| 80.00000 880.00 COMPACTED AGGREGATE, NO. 73 | | | 0023 304-07490 49.000 Mg | 82.00000 4018.00| 120.00000 5880.00| 78.00000 3822.00 HMA PATCHING, TYPE B | | | 0024 401-06264 LUMP | 3550.00000 3550.00| 3200.00000 3200.00| 3400.00000 3400.00 PROFILOGRAPH, HMA | | | 0025 401-07333 1399.000 Mg | 58.00000 81142.00| 59.00000 82541.00| 55.25000 77294.75 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0026 401-07402 1039.000 Mg | 51.25000 53248.75| 54.00000 56106.00| 48.75000 50651.25 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07417 4663.000 Mg | 50.00000 233150.00| 46.75000 217995.25| 47.50000 221492.50 QC/QA-HMA, 2, 76, BASE, 25.0 MM | | | 0028 402-07440 1000.000 Mg | 48.00000 48000.00| 45.00000 45000.00| 45.50000 45500.00 HMA BASE, TYPE A | | | 0029 404-05511 3702.000 m2 | 2.65000 9810.30| 2.00000 7404.00| 2.50000 9255.00 SEAL COAT, 2 | | | 0030 406-05520 12.020 Mg | 190.00000 2283.80| 190.00000 2283.80| 180.00000 2163.60 ASPHALT FOR TACK COAT | | | 0032 604-91531 940.000 m2 | 32.25000 30315.00| 38.00000 35720.00| 29.00000 27260.00 SIDEWALK, CONCRETE, 100 mm | | | 0033 605-06155 986.000 m | 46.50000 45849.00| 52.00000 51272.00| 61.29000 60431.94 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0034 610-07486 1274.000 Mg | 81.50000 103831.00| 70.00000 89180.00| 77.75000 99053.50 HMA FOR APPROACHES, TYPE A | | | 0035 611-05330 579.000 m2 | 48.25000 27936.75| 45.00000 26055.00| 43.00000 24897.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-06497 18.000 EACH | 175.00000 3150.00| 120.00000 2160.00| 130.00000 2340.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-06498 1.000 EACH | 235.00000 235.00| 200.00000 200.00| 175.00000 175.00 MAILBOX ASSEMBLY, DOUBLE | | | 0038 615-06490 14.000 EACH | 110.00000 1540.00| 120.00000 1680.00| 115.00000 1610.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 615-06505 5.000 EACH | 525.00000 2625.00| 475.00000 2375.00| 470.00000 2350.00 MONUMENT, B | | | 0040 615-06510 1.000 EACH | 475.00000 475.00| 375.00000 375.00| 370.00000 370.00 MONUMENT, C | | | 0041 616-02320 158.000 m2 | 3.50000 553.00| 4.00000 632.00| 3.00000 474.00 GEOTEXTILES | | | 0042 616-06451 73.000 Mg | 28.00000 2044.00| 45.00000 3285.00| 45.00000 3285.00 RIPRAP, UNIFORM | | | 0043 621-01004 2.000 EACH | 650.00000 1300.00| 650.00000 1300.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.600 Mg | 755.00000 453.00| 750.00000 450.00| 520.00000 312.00 FERTILIZER | | | 0045 621-06553 110.000 kg | 8.00000 880.00| 8.00000 880.00| 5.20000 572.00 SEED MIXTURE, R | | | 0046 621-06557 48.000 kg | 19.75000 948.00| 19.50000 936.00| 5.20000 249.60 SEED MIXTURE, T | | | 0047 621-06565 2.600 Mg | 575.00000 1495.00| 575.00000 1495.00| 400.00000 1040.00 MULCHING MATERIAL | | | 0048 621-06567 165.000 kL | 2.50000 412.50| 2.85000 470.25| 13.50000 2227.50 WATER | | | 0049 621-06575 8772.000 m2 | 3.35000 29386.20| 3.60000 31579.20| 3.40000 29824.80 SODDING, NURSERY | | | 0050 714-99348 24.000 m | 915.00000 21960.00| 1015.00000 24360.00| 1100.00000 26400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0051 715-05149 388.000 m | 82.00000 31816.00| 115.00000 44620.00| 95.00000 36860.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0052 715-05151 139.500 m | 83.00000 11578.50| 155.00000 21622.50| 106.00000 14787.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0053 715-05152 65.500 m | 118.00000 7729.00| 140.00000 9170.00| 138.00000 9039.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0054 715-05169 88.500 m | 105.00000 9292.50| 150.00000 13275.00| 135.00000 11947.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05171 80.000 m | 78.00000 6240.00| 165.00000 13200.00| 115.00000 9200.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-46005 15.000 EACH | 250.00000 3750.00| 300.00000 4500.00| 265.00000 3975.00 PIPE END SECTION, 375 mm | | | 0058 715-46010 4.000 EACH | 300.00000 1200.00| 350.00000 1400.00| 320.00000 1280.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-46000 1.000 EACH | 235.00000 235.00| 290.00000 290.00| 255.00000 255.00 PIPE END SECTION, 300 mm | | | 0060 720-44000 4.000 EACH | 475.00000 1900.00| 450.00000 1800.00| 460.00000 1840.00 CASTING, ADJUST TO GRADE | | | 0061 720-45045 4.000 EACH | 1175.00000 4700.00| 1800.00000 7200.00| 1550.00000 6200.00 INLET, J10 | | | 0062 720-45055 2.000 EACH | 1200.00000 2400.00| 1800.00000 3600.00| 1550.00000 3100.00 INLET, M10 | | | 0063 720-45275 1.000 EACH | 900.00000 900.00| 1500.00000 1500.00| 1500.00000 1500.00 PIPE CATCH BASIN, 600 mm | | | 0064 720-45410 3.000 EACH | 1200.00000 3600.00| 1800.00000 5400.00| 1650.00000 4950.00 MANHOLE, C4 | | | 0065 720-98555 3.000 EACH | 1700.00000 5100.00| 2150.00000 6450.00| 2000.00000 6000.00 INLET, C15 | | | 0066 801-04308 7.000 EACH | 175.00000 1225.00| 80.00000 560.00| 73.50000 514.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06207 4560.000 m | 3.25000 14820.00| 3.25000 14820.00| 3.35000 15276.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0070 801-06625 71.000 EACH | 36.75000 2609.25| 60.00000 4260.00| 58.00000 4118.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 47.000 EACH | 132.00000 6204.00| 100.00000 4700.00| 95.00000 4465.00 CONSTRUCTION SIGN, A | | | 0072 801-06645 4.000 EACH | 31.50000 126.00| 30.00000 120.00| 31.50000 126.00 CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP | 80000.00000 80000.00| 50000.00000 50000.00| 108000.00000 108000.00 MAINTAINING TRAFFIC | | | 0074 802-05701 148.800 m | 48.25000 7179.60| 48.00000 7142.40| 48.00000 7142.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-05702 16.200 m | 46.25000 749.25| 48.00000 777.60| 46.00000 745.20 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0076 802-76025 7.200 m2 | 191.00000 1375.20| 200.00000 1440.00| 190.00000 1368.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0077 802-76035 11.220 m2 | 200.00000 2244.00| 210.00000 2356.20| 200.00000 2244.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 802-76045 1.240 m2 | 218.00000 270.32| 230.00000 285.20| 215.00000 266.60 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0079 808-06703 1088.000 m | 0.90000 979.20| 1.75000 1904.00| 1.70000 1849.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0080 808-06705 90.000 m | 3.95000 355.50| 3.25000 292.50| 3.15000 283.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0081 805-01815 2.000 EACH | 2640.00000 5280.00| 2800.00000 5600.00| 2640.00000 5280.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0082 805-01822 1.000 EACH | 1950.00000 1950.00| 2000.00000 2000.00| 1950.00000 1950.00 SPAN, CATENARY AND TETHER, INSTALL | | | 0083 805-78010 1.000 EACH | 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0084 805-78195 8.000 EACH | 310.00000 2480.00| 300.00000 2400.00| 308.00000 2464.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0085 805-78420 1.000 EACH | 190.00000 190.00| 200.00000 200.00| 190.00000 190.00 DISCONNECT HANGER | | | 0086 805-78445 1.000 EACH | 320.00000 320.00| 325.00000 325.00| 320.00000 320.00 SIGNAL SERVICE | | | 0087 805-78480 162.000 m | 3.35000 542.70| 3.50000 567.00| 3.35000 542.70 SIGNAL CABLE, 3C 14GA. | | | 0088 805-78485 16.000 m | 3.60000 57.60| 3.75000 60.00| 3.60000 57.60 SIGNAL CABLE, 5C 14GA. | | | 0089 805-81032 2.000 EACH | 3100.00000 6200.00| 3200.00000 6400.00| 3100.00000 6200.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0090 808-06713 1509.000 m | 0.35000 528.15| 0.90000 1358.10| 0.85000 1282.65 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0091 808-06716 1999.000 m | 1.00000 1999.00| 1.50000 2998.50| 1.40000 2798.60 LINE, REMOVE | | | 0092 808-75245 2198.000 m | 0.85000 1868.30| 1.75000 3846.50| 1.70000 3736.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0093 808-75260 42.000 m | 5.20000 218.40| 11.00000 462.00| 10.50000 441.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0094 808-75278 230.000 m | 5.20000 1196.00| 11.00000 2530.00| 10.50000 2415.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 141 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,370,739.36 ROUTE : 44 CALL ORDER : 141 CONTRACT ID : R -26282-A COUNTIES : SHELBY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 808-75297 35.000 m | 8.60000 301.00| 27.00000 945.00| 26.00000 910.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0096 808-75320 29.000 EACH | 52.50000 1522.50| 1.10000 31.90| 60.00000 1740.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0097 808-75325 13.000 EACH | 58.00000 754.00| 2.20000 28.60| 85.00000 1105.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0098 808-75320 29.000 EACH | 52.50000 1522.50| 1.10000 31.90| 60.00000 1740.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0099 808-75325 13.000 EACH | 58.00000 754.00| 2.20000 28.60| 85.00000 1105.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0100 604-07896 48.000 m2 | 203.00000 9744.00| 84.78000 4069.44| 175.00000 8400.00 CURB RAMP, CONCRETE, B | | | 0102 604-07898 4.000 m2 | 216.00000 864.00| 111.18000 444.72| 175.00000 700.00 CURB RAMP, CONCRETE, D | | | 0103 604-07901 33.000 m2 | 200.00000 6600.00| 82.98000 2738.34| 175.00000 5775.00 CURB RAMP. CONCRETE, G | | | 0104 604-07902 57.000 m2 | 200.00000 11400.00| 85.00000 4845.00| 175.00000 9975.00 CURB RAMP, CONCRETE, H | | | 0105 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0106 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0107 801-07118 29.000 m | 41.00000 1189.00| 15.00000 435.00| 14.50000 420.50 BARRICADE, III-A | | | 0108 801-07119 25.000 m | 41.00000 1025.00| 15.00000 375.00| 14.50000 362.50 BARRICADE, III-B | | | SECTION TOTALS | $ 1,396,046.67| $ 1,486,412.65| $ 1,494,872.79 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,396,046.67| $ 1,486,412.65| $ 1,494,872.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 161 CONTRACT ID : R -27275-A COUNTIES : VIGO LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 1,290,140.15 0.0000% 2 74-2851603 QUANTA SERVICES, INC. $ 1,445,678.50 0.0000% 3 35-1262778 MIDWESTERN ELECTRIC $ 1,497,114.50 0.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 887,958.06 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 954,950.00 107.5445% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 982,000.00 110.5908% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 987,120.00 111.1674% 5 90-0177865 HIS CONSTRUCTORS LLC $ 1,133,170.32 127.6153% ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1618530 |( 3 ) 35-0918397 |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 22256.52000 22256.52| 11000.00000 11000.00| 9120.00000 9120.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1557.54000 15575.40| 1500.00000 15000.00| 2200.00000 22000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 36223.59000 36223.59| 49000.00000 49000.00| 49100.00000 49100.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 31271.88000 31271.88| 450.00000 450.00| 19600.00000 19600.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 36.000 m2 | 11.60000 417.60| 14.00000 504.00| 50.00000 1800.00 PAVEMENT REMOVAL | | | 0008 202-02279 60.000 m | 15.47000 928.20| 35.00000 2100.00| 36.00000 2160.00 CURB AND GUTTER, REMOVE | | | 0009 202-51330 LUMP | 9682.64000 9682.64| 35000.00000 35000.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 2093.000 m3 | 8.00000 16744.00| 20.00000 41860.00| 27.00000 56511.00 EXCAVATION, COMMON | | | 0011 203-02070 1166.000 m3 | 11.78000 13735.48| 22.00000 25652.00| 25.00000 29150.00 BORROW | | | 0012 203-51223 344.000 m3 | 16.91000 5817.04| 20.00000 6880.00| 21.00000 7224.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1618530 |( 3 ) 35-0918397 |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06932 88.000 m | 25.75000 2266.00| 26.00000 2288.00| 25.00000 2200.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 1.000 EACH | 64.38000 64.38| 63.00000 63.00| 62.50000 62.50 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 97.000 Mg | 41.44000 4019.68| 32.00000 3104.00| 28.00000 2716.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 812.000 m | 5.30000 4303.60| 5.25000 4263.00| 5.15000 4181.80 TEMPORARY SILT FENCE | | | 0017 205-93689 589.000 m2 | 5.00000 2945.00| 5.00000 2945.00| 4.85000 2856.65 EROSION CONTROL FABRIC | | | 0018 207-07500 2094.000 m2 | 5.99000 12543.06| 7.00000 14658.00| 8.10000 16961.40 SUBGRADE TREATMENT, TYPE C | | | 0019 207-07503 1879.000 m2 | 3.91000 7346.89| 4.00000 7516.00| 1.80000 3382.20 SUBGRADE TREATMENT, TYPE E | | | 0020 211-07454 444.000 m3 | 22.82000 10132.08| 50.00000 22200.00| 24.00000 10656.00 STRUCTURE BACKFILL | | | 0021 213-08058 16.000 m3 | 116.97000 1871.52| 200.00000 3200.00| 125.00000 2000.00 FLOWABLE BACKFILL | | | 0022 303-01180 3018.000 Mg | 15.84000 47805.12| 20.00000 60360.00| 17.00000 51306.00 COMPACTED AGGREGATE, NO. 53 | | | 0023 306-08043 216.000 m2 | 13.13000 2836.08| 10.00000 2160.00| 19.50000 4212.00 MILLING, TRANSITION | | | 0024 402-07432 48.000 Mg | 88.58000 4251.84| 90.00000 4320.00| 53.00000 2544.00 HMA SURFACE, TYPE A | | | 0025 402-07433 448.000 Mg | 46.25000 20720.00| 45.00000 20160.00| 53.00000 23744.00 HMA SURFACE, TYPE B | | | 0026 402-07438 634.000 Mg | 39.42000 24992.28| 40.00000 25360.00| 47.00000 29798.00 HMA INTERMEDIATE, TYPE B | | | 0027 402-07440 145.000 Mg | 53.36000 7737.20| 60.00000 8700.00| 55.00000 7975.00 HMA BASE, TYPE A | | | 0028 402-07441 2075.000 Mg | 36.87000 76505.25| 35.00000 72625.00| 37.75000 78331.25 HMA BASE, TYPE B | | | 0029 402-07453 765.000 Mg | 45.38000 34715.70| 43.00000 32895.00| 46.00000 35190.00 HMA FOR TEMPORARY PAVEMENT | | | 0030 405-05517 7.000 Mg | 103.00000 721.00| 350.00000 2450.00| 120.00000 840.00 ASPHALT FOR PRIME COAT | | | 0031 406-05520 3.000 Mg | 154.50000 463.50| 200.00000 600.00| 120.00000 360.00 ASPHALT FOR TACK COAT | | | 0032 601-01270 97.000 m | 26.47000 2567.59| 26.00000 2522.00| 25.70000 2492.90 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY PIPE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1618530 |( 3 ) 35-0918397 |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-01846 3.000 EACH | 1622.25000 4866.75| 1600.00000 4800.00| 1575.00000 4725.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-06854 4.000 EACH | 2497.75000 9991.00| 2450.00000 9800.00| 2425.00000 9700.00 GUARDRAIL, W-BEAM, NESTED | | | 0035 601-94689 3.000 EACH | 2163.00000 6489.00| 2100.00000 6300.00| 2100.00000 6300.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-97080 2.000 EACH | 2085.75000 4171.50| 2050.00000 4100.00| 2025.00000 4050.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 130.000 m | 46.87000 6093.10| 46.00000 5980.00| 44.50000 5785.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 605-06145 32.000 m | 118.26000 3784.32| 70.00000 2240.00| 84.00000 2688.00 CURB AND GUTTER, B, CONCRETE | | | 0039 610-07486 260.000 Mg | 73.57000 19128.20| 88.00000 22880.00| 71.00000 18460.00 HMA FOR APPROACHES, TYPE A | | | 0040 611-06497 4.000 EACH | 169.95000 679.80| 170.00000 680.00| 165.00000 660.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 31.000 EACH | 105.06000 3256.86| 105.00000 3255.00| 102.00000 3162.00 RIGHT OF WAY MARKER | | | 0042 615-06505 3.000 EACH | 484.10000 1452.30| 475.00000 1425.00| 470.00000 1410.00 MONUMENT, B | | | 0043 616-02320 1043.000 m2 | 1.82000 1898.26| 4.00000 4172.00| 2.50000 2607.50 GEOTEXTILES | | | 0044 616-05688 406.000 Mg | 21.71000 8814.26| 35.00000 14210.00| 27.00000 10962.00 RIPRAP, CLASS 1 | | | 0045 616-06406 328.000 m2 | 17.96000 5890.88| 30.00000 9840.00| 23.00000 7544.00 RIPRAP, REVETMENT | | | 0046 616-06451 132.000 Mg | 22.41000 2958.12| 32.00000 4224.00| 32.00000 4224.00 RIPRAP, UNIFORM | | | 0047 621-01004 3.000 EACH | 309.00000 927.00| 330.00000 990.00| 300.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02770 589.000 m2 | 2.95000 1737.55| 3.00000 1767.00| 2.86000 1684.54 EROSION CONTROL BLANKET | | | 0049 621-06545 1.000 Mg | 381.10000 381.10| 370.00000 370.00| 370.00000 370.00 FERTILIZER | | | 0050 621-06548 1.000 kg | 26.27000 26.27| 26.00000 26.00| 25.50000 25.50 SEED MIXTURE, CV | | | 0051 621-06557 50.000 kg | 7.47000 373.50| 7.25000 362.50| 7.25000 362.50 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1618530 |( 3 ) 35-0918397 |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 621-06559 2232.000 m2 | 0.46000 1026.72| 0.50000 1116.00| 0.45000 1004.40 MULCHED SEEDING, R | | | 0053 621-06565 3.000 Mg | 489.25000 1467.75| 500.00000 1500.00| 475.00000 1425.00 MULCHING MATERIAL | | | 0054 621-06567 175.000 kL | 2.06000 360.50| 2.00000 350.00| 2.00000 350.00 WATER | | | 0055 621-06574 177.000 m2 | 3.40000 601.80| 3.50000 619.50| 3.30000 584.10 SODDING | | | 0056 621-06575 9467.000 m2 | 3.40000 32187.80| 3.50000 33134.50| 3.30000 31241.10 SODDING, NURSERY | | | 0057 709-51821 LUMP | 206.00000 206.00| 1400.00000 1400.00| 1380.00000 1380.00 SURFACE SEAL | | | 0058 713-51334 LUMP | 120801.70000 120801.70| 118315.75000 118315.75| 138349.01000 138349.01 TEMPORARY PIPE AND APPROACHES | | | 0059 715-02407 2.000 EACH | 1170.38000 2340.76| 1200.00000 2400.00| 3000.00000 6000.00 SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0060 715-05048 620.000 m | 10.14000 6286.80| 12.00000 7440.00| 9.84000 6100.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0061 715-05053 55.000 m | 40.58000 2231.90| 34.00000 1870.00| 39.40000 2167.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0062 715-05172 43.000 m | 105.61000 4541.23| 170.00000 7310.00| 187.00000 8041.00 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0063 715-05946 1.000 EACH | 429.55000 429.55| 850.00000 850.00| 1700.00000 1700.00 SAFETY METAL END SECTION, 6:1, 525 mm | | | 0064 715-06337 4.000 m | 446.85000 1787.40| 500.00000 2000.00| 530.00000 2120.00 PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0065 715-46015 1.000 EACH | 221.71000 221.71| 860.00000 860.00| 340.00000 340.00 PIPE END SECTION, 525 mm | | | 0066 718-06531 3.000 EACH | 618.00000 1854.00| 880.00000 2640.00| 600.00000 1800.00 OUTLET PROTECTOR, 3 | | | 0067 718-52610 119.000 m3 | 39.86000 4743.34| 57.00000 6783.00| 38.70000 4605.30 AGGREGATE FOR UNDERDRAINS | | | 0068 720-07723 1.000 EACH | 3048.53000 3048.53| 1700.00000 1700.00| 700.00000 700.00 PIPE CATCH BASIN, 525 mm | | | 0069 723-06660 58.000 m2 | 489.29000 28378.82| 600.00000 34800.00| 330.00000 19140.00 WINGWALL | | | 0070 723-07659 25.000 m | 4743.62000 118590.50| 5400.00000 135000.00| 5500.00000 137500.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1618530 |( 3 ) 35-0918397 |HENDERSON, H.E., INC. |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 801-04308 3.000 EACH | 231.75000 695.25| 230.00000 690.00| 160.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06203 3700.000 m | 0.18000 666.00| 0.20000 740.00| 0.54000 1998.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06640 20.000 EACH | 118.45000 2369.00| 120.00000 2400.00| 110.00000 2200.00 CONSTRUCTION SIGN, A | | | 0074 801-06645 14.000 EACH | 25.75000 360.50| 30.00000 420.00| 30.00000 420.00 CONSTRUCTION SIGN, B | | | 0075 801-06775 LUMP | 41029.92000 41029.92| 5000.00000 5000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0076 801-07118 22.000 m | 36.57000 804.54| 36.00000 792.00| 30.00000 660.00 BARRICADE, III-A | | | 0077 802-74046 8.000 EACH | 61.80000 494.40| 61.00000 488.00| 60.00000 480.00 SIGN ASSEMBLY, U CHANNEL POSTS, RELOCAT | | | 0078 804-06740 106.000 EACH | 26.06000 2762.36| 26.00000 2756.00| 55.30000 5861.80 DELINEATOR WITH POST, D2 | | | 0079 808-06712 60.000 m | 2.58000 154.80| 2.60000 156.00| 1.30000 78.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0080 808-06713 1220.000 m | 0.53000 646.60| 0.60000 732.00| 1.30000 1586.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06714 630.000 m | 0.55000 346.50| 0.60000 378.00| 1.30000 819.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0082 808-06716 115.000 m | 1.16000 133.40| 1.15000 132.25| 1.65000 189.75 LINE, REMOVE | | | 0083 808-06723 3.000 EACH | 46.35000 139.05| 46.00000 138.00| 60.00000 180.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0084 808-06724 1.000 EACH | 46.35000 46.35| 46.00000 46.00| 100.00000 100.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0085 808-75035 7.000 m | 7.47000 52.29| 7.50000 52.50| 30.00000 210.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0086 808-75996 37.000 EACH | 12.88000 476.56| 38.00000 1406.00| 9.00000 333.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0087 808-75998 44.000 EACH | 29.36000 1291.84| 29.00000 1276.00| 40.00000 1760.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 887,958.06| $ 954,950.00| $ 982,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 887,958.06| $ 954,950.00| $ 982,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 90-0177865 |( ) |CALUMET ASPHALT PAVING CO. I |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 9300.00000 9300.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1500.00000 15000.00| 1400.00000 14000.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 49385.00000 49385.00| 56250.00000 56250.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 48000.00000 48000.00| 5625.00000 5625.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 36.000 m2 | 18.00000 648.00| 40.00000 1440.00| PAVEMENT REMOVAL | | | 0008 202-02279 60.000 m | 26.00000 1560.00| 21.00000 1260.00| CURB AND GUTTER, REMOVE | | | 0009 202-51330 LUMP | 12375.00000 12375.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 2093.000 m3 | 15.00000 31395.00| 35.00000 73255.00| EXCAVATION, COMMON | | | 0011 203-02070 1166.000 m3 | 21.00000 24486.00| 19.00000 22154.00| BORROW | | | 0012 203-51223 344.000 m3 | 17.00000 5848.00| 35.00000 12040.00| EXCAVATION, WATERWAY | | | 0013 205-06932 88.000 m | 13.40000 1179.20| 13.50000 1188.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 1.000 EACH | 88.00000 88.00| 105.00000 105.00| TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 97.000 Mg | 37.00000 3589.00| 50.00000 4850.00| TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 812.000 m | 5.00000 4060.00| 4.70000 3816.40| TEMPORARY SILT FENCE | | | 0017 205-93689 589.000 m2 | 2.35000 1384.15| 9.00000 5301.00| EROSION CONTROL FABRIC | | | 0018 207-07500 2094.000 m2 | 9.45000 19788.30| 10.50000 21987.00| SUBGRADE TREATMENT, TYPE C | | | 0019 207-07503 1879.000 m2 | 7.00000 13153.00| 10.00000 18790.00| SUBGRADE TREATMENT, TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 90-0177865 |( ) |CALUMET ASPHALT PAVING CO. I |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-07454 444.000 m3 | 30.00000 13320.00| 42.00000 18648.00| STRUCTURE BACKFILL | | | 0021 213-08058 16.000 m3 | 69.00000 1104.00| 245.00000 3920.00| FLOWABLE BACKFILL | | | 0022 303-01180 3018.000 Mg | 15.50000 46779.00| 19.00000 57342.00| COMPACTED AGGREGATE, NO. 53 | | | 0023 306-08043 216.000 m2 | 11.00000 2376.00| 14.00000 3024.00| MILLING, TRANSITION | | | 0024 402-07432 48.000 Mg | 86.00000 4128.00| 55.00000 2640.00| HMA SURFACE, TYPE A | | | 0025 402-07433 448.000 Mg | 44.00000 19712.00| 55.00000 24640.00| HMA SURFACE, TYPE B | | | 0026 402-07438 634.000 Mg | 37.00000 23458.00| 49.00000 31066.00| HMA INTERMEDIATE, TYPE B | | | 0027 402-07440 145.000 Mg | 49.00000 7105.00| 57.00000 8265.00| HMA BASE, TYPE A | | | 0028 402-07441 2075.000 Mg | 35.00000 72625.00| 39.00000 80925.00| HMA BASE, TYPE B | | | 0029 402-07453 765.000 Mg | 43.00000 32895.00| 48.00000 36720.00| HMA FOR TEMPORARY PAVEMENT | | | 0030 405-05517 7.000 Mg | 100.00000 700.00| 120.00000 840.00| ASPHALT FOR PRIME COAT | | | 0031 406-05520 3.000 Mg | 150.00000 450.00| 120.00000 360.00| ASPHALT FOR TACK COAT | | | 0032 601-01270 97.000 m | 35.35000 3428.95| 26.00000 2522.00| GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0033 601-01846 3.000 EACH | 1664.00000 4992.00| 1625.00000 4875.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-06854 4.000 EACH | 2184.00000 8736.00| 2500.00000 10000.00| GUARDRAIL, W-BEAM, NESTED | | | 0035 601-94689 3.000 EACH | 2288.00000 6864.00| 2425.00000 7275.00| GUARDRAIL END TREATMENT, OS | | | 0036 601-97080 2.000 EACH | 2288.00000 4576.00| 2425.00000 4850.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 130.000 m | 47.85000 6220.50| 47.00000 6110.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 605-06145 32.000 m | 90.00000 2880.00| 97.00000 3104.00| CURB AND GUTTER, B, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 90-0177865 |( ) |CALUMET ASPHALT PAVING CO. I |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 610-07486 260.000 Mg | 67.00000 17420.00| 73.00000 18980.00| HMA FOR APPROACHES, TYPE A | | | 0040 611-06497 4.000 EACH | 182.00000 728.00| 190.00000 760.00| MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 31.000 EACH | 114.00000 3534.00| 105.00000 3255.00| RIGHT OF WAY MARKER | | | 0042 615-06505 3.000 EACH | 546.00000 1638.00| 475.00000 1425.00| MONUMENT, B | | | 0043 616-02320 1043.000 m2 | 4.00000 4172.00| 2.30000 2398.90| GEOTEXTILES | | | 0044 616-05688 406.000 Mg | 28.00000 11368.00| 37.50000 15225.00| RIPRAP, CLASS 1 | | | 0045 616-06406 328.000 m2 | 26.00000 8528.00| 32.75000 10742.00| RIPRAP, REVETMENT | | | 0046 616-06451 132.000 Mg | 22.00000 2904.00| 36.75000 4851.00| RIPRAP, UNIFORM | | | 0047 621-01004 3.000 EACH | 686.00000 2058.00| 550.00000 1650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02770 589.000 m2 | 2.35000 1384.15| 2.80000 1649.20| EROSION CONTROL BLANKET | | | 0049 621-06545 1.000 Mg | 728.00000 728.00| 115.00000 115.00| FERTILIZER | | | 0050 621-06548 1.000 kg | 83.20000 83.20| 56.00000 56.00| SEED MIXTURE, CV | | | 0051 621-06557 50.000 kg | 5.20000 260.00| 20.00000 1000.00| SEED MIXTURE, T | | | 0052 621-06559 2232.000 m2 | 1.35000 3013.20| 0.51000 1138.32| MULCHED SEEDING, R | | | 0053 621-06565 3.000 Mg | 457.60000 1372.80| 735.00000 2205.00| MULCHING MATERIAL | | | 0054 621-06567 175.000 kL | 1.05000 183.75| 2.50000 437.50| WATER | | | 0055 621-06574 177.000 m2 | 6.15000 1088.55| 3.35000 592.95| SODDING | | | 0056 621-06575 9467.000 m2 | 3.75000 35501.25| 3.35000 31714.45| SODDING, NURSERY | | | 0057 709-51821 LUMP | 1435.13000 1435.13| 1900.00000 1900.00| SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 90-0177865 |( ) |CALUMET ASPHALT PAVING CO. I |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 713-51334 LUMP | 186529.00000 186529.00| 219000.00000 219000.00| TEMPORARY PIPE AND APPROACHES | | | 0059 715-02407 2.000 EACH | 1964.00000 3928.00| 1400.00000 2800.00| SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0060 715-05048 620.000 m | 10.25000 6355.00| 10.00000 6200.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0061 715-05053 55.000 m | 41.00000 2255.00| 40.00000 2200.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0062 715-05172 43.000 m | 108.00000 4644.00| 145.00000 6235.00| PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0063 715-05946 1.000 EACH | 754.00000 754.00| 750.00000 750.00| SAFETY METAL END SECTION, 6:1, 525 mm | | | 0064 715-06337 4.000 m | 967.00000 3868.00| 725.00000 2900.00| PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0065 715-46015 1.000 EACH | 754.00000 754.00| 450.00000 450.00| PIPE END SECTION, 525 mm | | | 0066 718-06531 3.000 EACH | 624.00000 1872.00| 605.00000 1815.00| OUTLET PROTECTOR, 3 | | | 0067 718-52610 119.000 m3 | 40.25000 4789.75| 40.00000 4760.00| AGGREGATE FOR UNDERDRAINS | | | 0068 720-07723 1.000 EACH | 1840.00000 1840.00| 1700.00000 1700.00| PIPE CATCH BASIN, 525 mm | | | 0069 723-06660 58.000 m2 | 540.00000 31320.00| 470.00000 27260.00| WINGWALL | | | 0070 723-07659 25.000 m | 4162.00000 104050.00| 5800.00000 145000.00| STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | 0071 801-04308 3.000 EACH | 167.00000 501.00| 235.00000 705.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06203 3700.000 m | 0.55000 2035.00| 0.18000 666.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06640 20.000 EACH | 114.00000 2280.00| 120.00000 2400.00| CONSTRUCTION SIGN, A | | | 0074 801-06645 14.000 EACH | 31.00000 434.00| 26.00000 364.00| CONSTRUCTION SIGN, B | | | 0075 801-06775 LUMP | 12721.37000 12721.37| 17000.00000 17000.00| MAINTAINING TRAFFIC | | | 0076 801-07118 22.000 m | 31.00000 682.00| 36.00000 792.00| BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,330.49 ROUTE : 267 CALL ORDER : 171 CONTRACT ID : R -27368-A COUNTIES : HENDRICKS LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 90-0177865 |( ) |CALUMET ASPHALT PAVING CO. I |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 802-74046 8.000 EACH | 104.00000 832.00| 62.00000 496.00| SIGN ASSEMBLY, U CHANNEL POSTS, RELOCAT | | | 0078 804-06740 106.000 EACH | 17.00000 1802.00| 26.00000 2756.00| DELINEATOR WITH POST, D2 | | | 0079 808-06712 60.000 m | 1.35000 81.00| 2.60000 156.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0080 808-06713 1220.000 m | 1.35000 1647.00| 0.52000 634.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06714 630.000 m | 1.35000 850.50| 0.54000 340.20| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0082 808-06716 115.000 m | 1.35000 155.25| 1.30000 149.50| LINE, REMOVE | | | 0083 808-06723 3.000 EACH | 62.40000 187.20| 47.00000 141.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0084 808-06724 1.000 EACH | 104.00000 104.00| 47.00000 47.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0085 808-75035 7.000 m | 31.20000 218.40| 7.50000 52.50| LINE, PAINT, SOLID, WHITE, 600 mm | | | 0086 808-75996 37.000 EACH | 30.00000 1110.00| 14.00000 518.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0087 808-75998 44.000 EACH | 41.60000 1830.40| 29.50000 1298.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 987,120.00| $ 1,133,170.32| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 987,120.00| $ 1,133,170.32| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,216,340.40 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,218,897.25 100.1154% 3 35-1875662 CRIDER & CRIDER, INC. $ 2,387,384.29 107.7174% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,554,000.00 115.2350% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,620,435.00 118.2325% ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 61200.00000 61200.00| 10000.00000 10000.00| 72500.00000 72500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 1300.00000 23400.00| 1200.00000 21600.00| 1000.00000 18000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 110000.00000 110000.00| 72000.00000 72000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 44300.00000 44300.00| 40000.00000 40000.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 39.000 m | 10.00000 390.00| 10.00000 390.00| 25.00000 975.00 GUARDRAIL, REMOVE | | | 0008 203-02000 20569.000 m3 | 17.00000 349673.00| 16.00000 329104.00| 25.00000 514225.00 EXCAVATION, COMMON | | | 0009 203-02070 419.000 m3 | 32.00000 13408.00| 21.00000 8799.00| 25.00000 10475.00 BORROW | | | 0010 205-06931 92.000 Mg | 54.00000 4968.00| 30.00000 2760.00| 35.00000 3220.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 662.000 m | 16.00000 10592.00| 4.00000 2648.00| 18.00000 11916.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 1.000 EACH | 100.00000 100.00| 74.00000 74.00| 115.00000 115.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06937 1090.000 m | 4.60000 5014.00| 3.00000 3270.00| 5.00000 5450.00 TEMPORARY SILT FENCE | | | 0014 207-07499 28064.000 m2 | 2.70000 75772.80| 9.00000 252576.00| 2.50000 70160.00 SUBGRADE TREATMENT, TYPE B | | | 0015 211-07454 1142.000 m3 | 39.00000 44538.00| 38.44000 43898.48| 30.00000 34260.00 STRUCTURE BACKFILL | | | 0016 301-07448 13497.000 Mg | 17.00000 229449.00| 19.00000 256443.00| 20.00000 269940.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-07449 94.000 Mg | 52.00000 4888.00| 40.00000 3760.00| 45.00000 4230.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 401-06264 LUMP | 4200.00000 4200.00| 4000.00000 4000.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0019 401-07321 3294.000 Mg | 36.00000 118584.00| 36.00000 118584.00| 37.00000 121878.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07390 3873.000 Mg | 44.00000 170412.00| 41.00000 158793.00| 42.00000 162666.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0021 401-07407 4713.000 Mg | 43.00000 202659.00| 40.00000 188520.00| 41.00000 193233.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0022 405-05517 54.000 Mg | 0.01000 0.54| 0.01000 0.54| 0.01000 0.54 ASPHALT FOR PRIME COAT | | | 0023 406-05520 15.000 Mg | 210.00000 3150.00| 204.00000 3060.00| 234.00000 3510.00 ASPHALT FOR TACK COAT | | | 0024 603-06040 2071.000 m | 13.00000 26923.00| 12.10000 25059.10| 14.00000 28994.00 FENCE, FARM FIELD, 1190 mm | | | 0025 610-07486 652.000 Mg | 79.00000 51508.00| 76.00000 49552.00| 80.00000 52160.00 HMA FOR APPROACHES, TYPE A | | | 0026 611-05330 2052.000 m2 | 40.95000 84029.40| 42.00000 86184.00| 42.00000 86184.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0027 611-06497 20.000 EACH | 140.00000 2800.00| 130.00000 2600.00| 140.00000 2800.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06490 61.000 EACH | 110.00000 6710.00| 110.00000 6710.00| 120.00000 7320.00 RIGHT OF WAY MARKER | | | 0029 615-06505 23.000 EACH | 380.00000 8740.00| 365.00000 8395.00| 370.00000 8510.00 MONUMENT, B | | | 0030 615-06527 3.000 EACH | 270.00000 810.00| 255.00000 765.00| 260.00000 780.00 MONUMENT, SECTION CORNER | | | 0031 615-06530 3.000 EACH | 670.00000 2010.00| 645.00000 1935.00| 700.00000 2100.00 POST, BENCHMARK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 616-02320 2520.000 m2 | 2.40000 6048.00| 2.29000 5770.80| 3.00000 7560.00 GEOTEXTILES | | | 0033 616-06405 1490.000 Mg | 34.00000 50660.00| 29.71000 44267.90| 35.00000 52150.00 RIPRAP, REVETMENT | | | 0034 616-06451 198.000 Mg | 31.00000 6138.00| 29.71000 5882.58| 35.00000 6930.00 RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH | 910.00000 1820.00| 400.00000 800.00| 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 3.000 Mg | 590.00000 1770.00| 370.00000 1110.00| 600.00000 1800.00 FERTILIZER | | | 0037 621-06553 498.000 kg | 6.20000 3087.60| 3.00000 1494.00| 6.00000 2988.00 SEED MIXTURE, R | | | 0038 621-06557 236.000 kg | 6.20000 1463.20| 5.26000 1241.36| 6.00000 1416.00 SEED MIXTURE, T | | | 0039 621-06565 24.000 Mg | 450.00000 10800.00| 100.00000 2400.00| 433.00000 10392.00 MULCHING MATERIAL | | | 0040 621-06567 473.000 kL | 1.00000 473.00| 2.00000 946.00| 1.00000 473.00 WATER | | | 0041 621-06574 3108.000 m2 | 3.10000 9634.80| 3.00000 9324.00| 3.00000 9324.00 SODDING | | | 0042 621-06575 23146.000 m2 | 3.10000 71752.60| 3.00000 69438.00| 3.00000 69438.00 SODDING, NURSERY | | | 0043 714-03028 23.000 m | 1800.00000 41400.00| 2710.14000 62333.22| 2500.00000 57500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm x 1800 mm | | | 0044 714-26703 31.000 m | 1000.00000 31000.00| 1859.00000 57629.00| 1800.00000 55800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0054 715-05047 2.000 EACH | 570.00000 1140.00| 560.48000 1120.96| 825.00000 1650.00 SAFETY METAL END SECTION, 4:1, 0.17 m2 | | | 0055 715-05151 217.000 m | 83.00000 18011.00| 90.40000 19616.80| 100.00000 21700.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05169 21.000 m | 88.00000 1848.00| 90.40000 1898.40| 100.00000 2100.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-06471 8.000 EACH | 640.00000 5120.00| 1433.48000 11467.84| 800.00000 6400.00 PIPE END SECTION, MIN. AREA .31 m2 | | | 0059 715-08309 8.000 EACH | 750.00000 6000.00| 1766.64000 14133.12| 940.00000 7520.00 PIPE END SECTION, MIN. AREA .38 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-08310 2.000 EACH | 890.00000 1780.00| 2762.43000 5524.86| 1100.00000 2200.00 PIPE END SECTION, MIN. AREA .68 m2 | | | 0061 715-46000 4.000 EACH | 350.00000 1400.00| 644.08000 2576.32| 300.00000 1200.00 PIPE END SECTION, 300 mm | | | 0062 715-46005 14.000 EACH | 210.00000 2940.00| 670.21000 9382.94| 325.00000 4550.00 PIPE END SECTION, 375 mm | | | 0063 715-46055 50.000 EACH | 570.00000 28500.00| 750.00000 37500.00| 650.00000 32500.00 PIPE END SECTION, MIN. AREA .17 m2 | | | 0064 720-44000 7.000 EACH | 500.00000 3500.00| 301.78000 2112.46| 520.00000 3640.00 CASTING, ADJUST TO GRADE | | | 0065 720-45275 1.000 EACH | 1300.00000 1300.00| 1362.54000 1362.54| 1370.00000 1370.00 PIPE CATCH BASIN, 600 mm | | | 0066 720-45410 2.000 EACH | 4200.00000 8400.00| 2780.11000 5560.22| 1700.00000 3400.00 MANHOLE, C4 | | | 0067 720-45605 3.000 m | 2500.00000 7500.00| 1234.87000 3704.61| 1100.00000 3300.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0068 801-06625 17.000 EACH | 210.00000 3570.00| 150.00000 2550.00| 160.00000 2720.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 10.000 EACH | 350.00000 3500.00| 150.00000 1500.00| 160.00000 1600.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 2.000 EACH | 26.00000 52.00| 30.00000 60.00| 34.00000 68.00 CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 98500.00000 98500.00| 9149.00000 9149.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0072 801-07119 108.000 m | 44.00000 4752.00| 3.00000 324.00| 3.00000 324.00 BARRICADE, III-B | | | 0073 802-05701 99.000 m | 47.00000 4653.00| 42.00000 4158.00| 46.00000 4554.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-76025 8.000 m2 | 240.00000 1920.00| 150.00000 1200.00| 240.00000 1920.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0075 802-76035 10.000 m2 | 380.00000 3800.00| 180.00000 1800.00| 366.00000 3660.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0076 805-06592 39.000 m | 92.00000 3588.00| 60.00000 2340.00| 90.00000 3510.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0077 805-78470 141.000 m | 2.70000 380.70| 2.00000 282.00| 2.75000 387.75 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 805-78510 45.000 m | 3.10000 139.50| 5.00000 225.00| 3.00000 135.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0079 805-78785 1.000 EACH | 1200.00000 1200.00| 650.00000 650.00| 2300.00000 2300.00 SIGNAL DETECTOR HOUSING | | | 0080 805-78795 49.000 m | 33.00000 1617.00| 38.00000 1862.00| 32.00000 1568.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0081 805-92504 1.000 EACH | 260.00000 260.00| 280.00000 280.00| 245.00000 245.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0082 808-06703 1197.000 m | 0.82000 981.54| 0.10000 119.70| 0.90000 1077.30 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0083 808-06713 5384.000 m | 0.53000 2853.52| 1.10000 5922.40| 0.40000 2153.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-75240 480.000 m | 0.82000 393.60| 0.89000 427.20| 0.90000 432.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0085 808-75245 2939.000 m | 0.80000 2351.20| 0.10000 293.90| 0.90000 2645.10 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0086 808-75297 78.000 m | 8.30000 647.40| 2.00000 156.00| 10.00000 780.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0087 808-75320 2.000 EACH | 52.00000 104.00| 60.00000 120.00| 65.00000 130.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0088 808-75325 2.000 EACH | 57.00000 114.00| 80.00000 160.00| 85.00000 170.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0089 715-04612 11.000 m | 180.00000 1980.00| 177.00000 1947.00| 200.00000 2200.00 PIPE , RCP, HE-A, D0.3=30, MIN. AREA 0. | | | 17 M2 | | | 0090 715-04612 33.000 m | 170.00000 5610.00| 181.00000 5973.00| 225.00000 7425.00 PIPE , RCP, HE-A, DO.3=30, MIN. AREA 0. | | | 31 M2 | | | 0091 715-04612 65.000 m | 210.00000 13650.00| 212.00000 13780.00| 330.00000 21450.00 PIPE , RCP, HE-A, DO.3=30, MIN AREA 0. | | | 38 M2 | | | 0092 715-04612 23.000 m | 280.00000 6440.00| 280.00000 6440.00| 350.00000 8050.00 PIPE , RCP, HE-A, D0.3=30, MIN. AREA 0. | | | 68 M2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0999231 |( 2 ) 35-1139301 |( 3 ) 35-1875662 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 715-04612 59.000 m | 180.00000 10620.00| 180.00000 10620.00| 200.00000 11800.00 PIPE , RCP, HE-I, DO.3=40, MIN. AREA 0. | | | 17 M2 | | | 0094 715-04612 44.000 m | 170.00000 7480.00| 184.00000 8096.00| 225.00000 9900.00 PIPE , RCP, HE-I, DO.3=40, MIN AREA 0. | | | 31 M2 | | | 0095 715-04612 250.000 m | 170.00000 42500.00| 181.00000 45250.00| 200.00000 50000.00 PIPE , RCP, HE-IV, DO.3=100, MIN AREA 0 | | | 17 M2 | | | 0096 715-04612 20.000 m | 82.00000 1640.00| 96.00000 1920.00| 115.00000 2300.00 PIPE , RCP, V, DO.3=150, 300 MM | | | 0097 715-04612 47.000 m | 88.00000 4136.00| 100.00000 4700.00| 125.00000 5875.00 PIPE , RCP, V, DO.3=150, MIN. AREA 375 | | | MM | | | 0098 715-04612 11.000 m | 290.00000 3190.00| 592.00000 6512.00| 800.00000 8800.00 PIPE EXTENSION, 1800 MM | | | SECTION TOTALS | $ 2,216,340.40| $ 2,218,897.25| $ 2,387,384.29 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,216,340.40| $ 2,218,897.25| $ 2,387,384.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 70000.00000 70000.00| 69500.00000 69500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 2100.00000 37800.00| 1475.00000 26550.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 111346.40000 111346.40| 133900.00000 133900.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 80000.00000 80000.00| 50000.00000 50000.00| CLEARING RIGHT OF WAY | | | 0007 202-02241 39.000 m | 20.00000 780.00| 9.10000 354.90| GUARDRAIL, REMOVE | | | 0008 203-02000 20569.000 m3 | 16.00000 329104.00| 25.00000 514225.00| EXCAVATION, COMMON | | | 0009 203-02070 419.000 m3 | 18.00000 7542.00| 34.00000 14246.00| BORROW | | | 0010 205-06931 92.000 Mg | 40.00000 3680.00| 69.00000 6348.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 662.000 m | 17.00000 11254.00| 19.00000 12578.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 1.000 EACH | 110.00000 110.00| 105.00000 105.00| TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 1090.000 m | 4.75000 5177.50| 4.60000 5014.00| TEMPORARY SILT FENCE | | | 0014 207-07499 28064.000 m2 | 8.00000 224512.00| 8.00000 224512.00| SUBGRADE TREATMENT, TYPE B | | | 0015 211-07454 1142.000 m3 | 27.00000 30834.00| 15.00000 17130.00| STRUCTURE BACKFILL | | | 0016 301-07448 13497.000 Mg | 19.00000 256443.00| 18.00000 242946.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-07449 94.000 Mg | 45.00000 4230.00| 23.00000 2162.00| COMPACTED AGGREGATE, NO. 73 | | | 0018 401-06264 LUMP | 4500.00000 4500.00| 100.00000 100.00| PROFILOGRAPH, HMA | | | 0019 401-07321 3294.000 Mg | 52.00000 171288.00| 47.00000 154818.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07390 3873.000 Mg | 46.00000 178158.00| 41.00000 158793.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0021 401-07407 4713.000 Mg | 43.00000 202659.00| 43.00000 202659.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0022 405-05517 54.000 Mg | 325.00000 17550.00| 550.00000 29700.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 15.000 Mg | 190.00000 2850.00| 225.00000 3375.00| ASPHALT FOR TACK COAT | | | 0024 603-06040 2071.000 m | 16.00000 33136.00| 15.40000 31893.40| FENCE, FARM FIELD, 1190 mm | | | 0025 610-07486 652.000 Mg | 130.00000 84760.00| 95.00000 61940.00| HMA FOR APPROACHES, TYPE A | | | 0026 611-05330 2052.000 m2 | 37.00000 75924.00| 65.00000 133380.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0027 611-06497 20.000 EACH | 175.00000 3500.00| 168.00000 3360.00| MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06490 61.000 EACH | 105.00000 6405.00| 105.00000 6405.00| RIGHT OF WAY MARKER | | | 0029 615-06505 23.000 EACH | 470.00000 10810.00| 451.00000 10373.00| MONUMENT, B | | | 0030 615-06527 3.000 EACH | 450.00000 1350.00| 435.00000 1305.00| MONUMENT, SECTION CORNER | | | 0031 615-06530 3.000 EACH | 650.00000 1950.00| 630.00000 1890.00| POST, BENCHMARK | | | 0032 616-02320 2520.000 m2 | 2.60000 6552.00| 2.50000 6300.00| GEOTEXTILES | | | 0033 616-06405 1490.000 Mg | 35.00000 52150.00| 38.00000 56620.00| RIPRAP, REVETMENT | | | 0034 616-06451 198.000 Mg | 45.00000 8910.00| 37.00000 7326.00| RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH | 950.00000 1900.00| 918.00000 1836.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 3.000 Mg | 620.00000 1860.00| 595.00000 1785.00| FERTILIZER | | | 0037 621-06553 498.000 kg | 6.50000 3237.00| 6.25000 3112.50| SEED MIXTURE, R | | | 0038 621-06557 236.000 kg | 6.50000 1534.00| 6.25000 1475.00| SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06565 24.000 Mg | 470.00000 11280.00| 455.00000 10920.00| MULCHING MATERIAL | | | 0040 621-06567 473.000 kL | 1.00000 473.00| 1.00000 473.00| WATER | | | 0041 621-06574 3108.000 m2 | 3.25000 10101.00| 3.15000 9790.20| SODDING | | | 0042 621-06575 23146.000 m2 | 3.25000 75224.50| 3.15000 72909.90| SODDING, NURSERY | | | 0043 714-03028 23.000 m | 2000.00000 46000.00| 600.00000 13800.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm x 1800 mm | | | 0044 714-26703 31.000 m | 1210.00000 37510.00| 600.00000 18600.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0054 715-05047 2.000 EACH | 820.00000 1640.00| 840.00000 1680.00| SAFETY METAL END SECTION, 4:1, 0.17 m2 | | | 0055 715-05151 217.000 m | 110.00000 23870.00| 96.00000 20832.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05169 21.000 m | 130.00000 2730.00| 125.00000 2625.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0058 715-06471 8.000 EACH | 700.00000 5600.00| 544.00000 4352.00| PIPE END SECTION, MIN. AREA .31 m2 | | | 0059 715-08309 8.000 EACH | 830.00000 6640.00| 679.00000 5432.00| PIPE END SECTION, MIN. AREA .38 m2 | | | 0060 715-08310 2.000 EACH | 1250.00000 2500.00| 839.00000 1678.00| PIPE END SECTION, MIN. AREA .68 m2 | | | 0061 715-46000 4.000 EACH | 500.00000 2000.00| 251.00000 1004.00| PIPE END SECTION, 300 mm | | | 0062 715-46005 14.000 EACH | 530.00000 7420.00| 251.00000 3514.00| PIPE END SECTION, 375 mm | | | 0063 715-46055 50.000 EACH | 760.00000 38000.00| 468.00000 23400.00| PIPE END SECTION, MIN. AREA .17 m2 | | | 0064 720-44000 7.000 EACH | 330.00000 2310.00| 406.00000 2842.00| CASTING, ADJUST TO GRADE | | | 0065 720-45275 1.000 EACH | 1825.00000 1825.00| 1480.00000 1480.00| PIPE CATCH BASIN, 600 mm | | | 0066 720-45410 2.000 EACH | 2800.00000 5600.00| 1900.00000 3800.00| MANHOLE, C4 | | | 0067 720-45605 3.000 m | 900.00000 2700.00| 1344.00000 4032.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 801-06625 17.000 EACH | 160.00000 2720.00| 158.00000 2686.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 10.000 EACH | 160.00000 1600.00| 158.00000 1580.00| CONSTRUCTION SIGN, A | | | 0070 801-06645 2.000 EACH | 33.00000 66.00| 31.50000 63.00| CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 54000.00000 54000.00| 64251.98000 64251.98| MAINTAINING TRAFFIC | | | 0072 801-07119 108.000 m | 3.25000 351.00| 3.15000 340.20| BARRICADE, III-B | | | 0073 802-05701 99.000 m | 50.00000 4950.00| 48.00000 4752.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0074 802-76025 8.000 m2 | 245.00000 1960.00| 238.00000 1904.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0075 802-76035 10.000 m2 | 400.00000 4000.00| 383.00000 3830.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0076 805-06592 39.000 m | 95.00000 3705.00| 92.50000 3607.50| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0077 805-78470 141.000 m | 2.75000 387.75| 2.74000 386.34| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0078 805-78510 45.000 m | 3.25000 146.25| 3.05000 137.25| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0079 805-78785 1.000 EACH | 1280.00000 1280.00| 1223.00000 1223.00| SIGNAL DETECTOR HOUSING | | | 0080 805-78795 49.000 m | 34.00000 1666.00| 33.15000 1624.35| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0081 805-92504 1.000 EACH | 270.00000 270.00| 257.00000 257.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0082 808-06703 1197.000 m | 1.00000 1197.00| 0.93000 1113.21| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0083 808-06713 5384.000 m | 0.40000 2153.60| 0.40000 2153.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-75240 480.000 m | 1.00000 480.00| 0.93000 446.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0085 808-75245 2939.000 m | 1.00000 2939.00| 0.93000 2733.27| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 181 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,275,530.13 ROUTE : CALL ORDER : 181 CONTRACT ID : R -27405-A COUNTIES : HENRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 808-75297 78.000 m | 10.50000 819.00| 10.50000 819.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0087 808-75320 2.000 EACH | 66.00000 132.00| 63.00000 126.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0088 808-75325 2.000 EACH | 88.00000 176.00| 84.00000 168.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0089 715-04612 11.000 m | 280.00000 3080.00| 245.00000 2695.00| PIPE , RCP, HE-A, D0.3=30, MIN. AREA 0. | | | 17 M2 | | | 0090 715-04612 33.000 m | 200.00000 6600.00| 230.00000 7590.00| PIPE , RCP, HE-A, DO.3=30, MIN. AREA 0. | | | 31 M2 | | | 0091 715-04612 65.000 m | 300.00000 19500.00| 225.00000 14625.00| PIPE , RCP, HE-A, DO.3=30, MIN AREA 0. | | | 38 M2 | | | 0092 715-04612 23.000 m | 450.00000 10350.00| 320.00000 7360.00| PIPE , RCP, HE-A, D0.3=30, MIN. AREA 0. | | | 68 M2 | | | 0093 715-04612 59.000 m | 260.00000 15340.00| 231.00000 13629.00| PIPE , RCP, HE-I, DO.3=40, MIN. AREA 0. | | | 17 M2 | | | 0094 715-04612 44.000 m | 240.00000 10560.00| 202.00000 8888.00| PIPE , RCP, HE-I, DO.3=40, MIN AREA 0. | | | 31 M2 | | | 0095 715-04612 250.000 m | 230.00000 57500.00| 230.00000 57500.00| PIPE , RCP, HE-IV, DO.3=100, MIN AREA 0 | | | 17 M2 | | | 0096 715-04612 20.000 m | 150.00000 3000.00| 133.00000 2660.00| PIPE , RCP, V, DO.3=150, 300 MM | | | 0097 715-04612 47.000 m | 150.00000 7050.00| 119.00000 5593.00| PIPE , RCP, V, DO.3=150, MIN. AREA 375 | | | MM | | | 0098 715-04612 11.000 m | 800.00000 8800.00| 410.00000 4510.00| PIPE EXTENSION, 1800 MM | | | SECTION TOTALS | $ 2,554,000.00| $ 2,620,435.00| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,554,000.00| $ 2,620,435.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 438,746.54 ROUTE : 28 CALL ORDER : 201 CONTRACT ID : R -27558-B COUNTIES : TIPPECANOE LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 433,648.11 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 437,780.50 100.9529% 3 35-1523985 WIRTZ & YATES, INC. $ 446,397.42 102.9400% ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1917625 |( 3 ) 35-1523985 |HIS CONSTRUCTORS LLC |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 11000.00000 11000.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1000.00000 9000.00| 1600.00000 14400.00| 2200.00000 19800.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 21250.00000 21250.00| 21000.00000 21000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 6650.00000 6650.00| 8000.00000 8000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-96133 16.000 LFT | 12.00000 192.00| 38.00000 608.00| 20.00000 320.00 PIPE, REMOVE | | | 0009 203-02000 1364.000 CYS | 25.00000 34100.00| 18.00000 24552.00| 9.00000 12276.00 EXCAVATION, COMMON | | | 0010 203-02070 2363.000 CYS | 12.00000 28356.00| 16.00000 37808.00| 8.00000 18904.00 BORROW | | | 0011 205-06931 19.000 TON | 45.00000 855.00| 36.00000 684.00| 28.00000 532.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 207-07502 3461.000 SYS | 4.75000 16439.75| 5.00000 17305.00| 8.00000 27688.00 SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 227.000 CYS | 36.00000 8172.00| 30.00000 6810.00| 40.00000 9080.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 438,746.54 ROUTE : 28 CALL ORDER : 201 CONTRACT ID : R -27558-B COUNTIES : TIPPECANOE LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1917625 |( 3 ) 35-1523985 |HIS CONSTRUCTORS LLC |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 301-07448 670.000 TON | 30.00000 20100.00| 18.00000 12060.00| 21.00000 14070.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08034 477.000 SYS | 4.25000 2027.25| 6.50000 3100.50| 8.00000 3816.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 402-07433 364.000 TON | 56.00000 20384.00| 55.00000 20020.00| 61.60000 22422.40 HMA SURFACE, TYPE B | | | 0017 402-07438 376.000 TON | 47.00000 17672.00| 46.00000 17296.00| 51.52000 19371.52 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 1225.000 TON | 43.50000 53287.50| 42.50000 52062.50| 52.54000 64361.50 HMA BASE, TYPE B | | | 0019 404-05511 858.000 SYS | 4.60000 3946.80| 4.50000 3861.00| 5.00000 4290.00 SEAL COAT, 2 | | | 0020 405-05518 781.000 SYS | 0.50000 390.50| 0.50000 390.50| 0.60000 468.60 ASPHALT FOR PRIME COAT | | | 0021 406-05521 3234.000 SYS | 0.60000 1940.40| 0.60000 1940.40| 0.70000 2263.80 ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH | 2500.00000 5000.00| 2545.00000 5090.00| 2716.00000 5432.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH | 2200.00000 8800.00| 2675.00000 10700.00| 2352.00000 9408.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 638.000 LFT | 15.00000 9570.00| 15.00000 9570.00| 16.91000 10788.58 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07486 117.000 TON | 68.00000 7956.00| 67.00000 7839.00| 77.00000 9009.00 HMA FOR APPROACHES, TYPE A | | | 0026 611-06498 1.000 EACH | 230.00000 230.00| 235.00000 235.00| 260.00000 260.00 MAILBOX ASSEMBLY, DOUBLE | | | 0027 615-06490 10.000 EACH | 105.00000 1050.00| 107.00000 1070.00| 120.00000 1200.00 RIGHT OF WAY MARKER | | | 0028 615-06505 5.000 EACH | 480.00000 2400.00| 500.00000 2500.00| 650.00000 3250.00 MONUMENT, B | | | 0029 616-02320 180.000 SYS | 2.00000 360.00| 5.00000 900.00| 6.00000 1080.00 GEOTEXTILES | | | 0030 616-05689 538.000 TON | 28.00000 15064.00| 31.00000 16678.00| 40.00000 21520.00 RIPRAP, CLASS 2 | | | 0031 621-01004 1.000 EACH | 410.00000 410.00| 420.00000 420.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 4372.000 SYS | 0.37000 1617.64| 0.38000 1661.36| 0.50000 2186.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 438,746.54 ROUTE : 28 CALL ORDER : 201 CONTRACT ID : R -27558-B COUNTIES : TIPPECANOE LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1917625 |( 3 ) 35-1523985 |HIS CONSTRUCTORS LLC |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-06564 3842.000 SYS | 0.45000 1728.90| 0.45000 1728.90| 0.60000 2305.20 MULCHED SEEDING, CV | | | 0034 621-06567 5.000 MG | 2.00000 10.00| 2.10000 10.50| 3.00000 15.00 WATER | | | 0035 621-06575 1220.000 SYS | 3.75000 4575.00| 3.90000 4758.00| 5.00000 6100.00 SODDING, NURSERY | | | 0036 715-08277 110.000 LFT | 33.00000 3630.00| 30.00000 3300.00| 50.00000 5500.00 PIPE, TYPE 4, CIRCULAR, 30 IN. | | | 0037 723-06660 36.000 SYS | 450.00000 16200.00| 650.00000 23400.00| 694.44000 24999.84 WINGWALL | | | 0038 723-08278 48.000 LFT | 1700.00000 81600.00| 1600.00000 76800.00| 1250.00000 60000.00 STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 84 IN. | | | 0039 801-06625 15.000 EACH | 77.00000 1155.00| 78.00000 1170.00| 150.00000 2250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 15.000 EACH | 117.00000 1755.00| 120.00000 1800.00| 230.00000 3450.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 5.000 EACH | 47.00000 235.00| 47.00000 235.00| 80.00000 400.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP | 2200.00000 2200.00| 1050.00000 1050.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0043 801-07118 144.000 LFT | 10.75000 1548.00| 11.00000 1584.00| 20.00000 2880.00 BARRICADE, III-A | | | 0044 801-07119 72.000 LFT | 13.15000 946.80| 13.60000 979.20| 20.00000 1440.00 BARRICADE, III-B | | | 0045 802-05701 23.000 LFT | 11.00000 253.00| 11.20000 257.60| 16.00000 368.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0046 802-76025 18.000 SFT | 16.00000 288.00| 16.50000 297.00| 20.00000 360.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0047 808-06703 2307.000 LFT | 0.31000 715.17| 0.32000 738.24| 0.34000 784.38 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0048 808-75245 2340.000 LFT | 0.31000 725.40| 0.32000 748.80| 0.34000 795.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75297 10.000 LFT | 36.00000 360.00| 36.00000 360.00| 45.00000 450.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 433,648.11| $ 437,780.50| $ 446,397.42 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 433,648.11| $ 437,780.50| $ 446,397.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 312 CALL ORDER : 211 CONTRACT ID : R -27659-A COUNTIES : LAKE LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/17/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 4,722,222.54 0.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 5,092,385.64 0.0000% 3 35-1120685 WALSH & KELLY INC $ 5,803,137.20 0.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 518,600.89 ROUTE : 18 CALL ORDER : 221 CONTRACT ID : R -27664-B COUNTIES : MIAMI LETTING DATE : 12/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/05/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC CONDITIONAL $ 524,447.23 100.0000% ==================================================================================================================================== |( 1 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 7700.00000 7700.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1600.00000 4800.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 26200.00000 26200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5240.00000 5240.00| | CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 7000.00000 7000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-74035 3.000 EACH | 65.00000 195.00| | SIGN, REMOVE | | | 0009 203-02000 1353.000 CYS | 25.00000 33825.00| | EXCAVATION, COMMON | | | 0010 203-02070 1900.000 CYS | 13.00000 24700.00| | BORROW | | | 0011 205-06932 91.000 LFT | 10.00000 910.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 400.000 LFT | 2.10000 840.00| | TEMPORARY SILT FENCE | | | 0013 207-07500 2063.000 SYS | 8.00000 16504.00| | SUBGRADE TREATMENT, TYPE C | | | 0014 211-07454 173.000 CYS | 35.00000 6055.00| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 518,600.89 ROUTE : 18 CALL ORDER : 221 CONTRACT ID : R -27664-B COUNTIES : MIAMI LETTING DATE : 12/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 213-52830 353.000 CYS | 68.00000 24004.00| | FLOWABLE MORTAR | | | 0016 301-07448 1196.000 TON | 21.00000 25116.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 306-08043 286.000 SYS | 8.00000 2288.00| | MILLING, TRANSITION | | | 0018 402-07432 194.000 TON | 71.00000 13774.00| | HMA SURFACE, TYPE A | | | 0019 402-07433 229.000 TON | 67.00000 15343.00| | HMA SURFACE, TYPE B | | | 0020 402-07438 327.000 TON | 57.00000 18639.00| | HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 1256.000 TON | 45.00000 56520.00| | HMA BASE, TYPE B | | | 0022 404-05511 1173.000 SYS | 5.10000 5982.30| | SEAL COAT, 2 | | | 0023 405-05518 1231.000 SYS | 0.01000 12.31| | ASPHALT FOR PRIME COAT | | | 0024 406-05520 2.000 TON | 240.00000 480.00| | ASPHALT FOR TACK COAT | | | 0025 601-01846 2.000 EACH | 1600.00000 3200.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02800 4.000 EACH | 860.00000 3440.00| | GUARDRAIL TRANSITION, TGT | | | 0027 601-94689 4.000 EACH | 2150.00000 8600.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 813.000 LFT | 15.00000 12195.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 610-07486 13.000 TON | 128.00000 1664.00| | HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 2.000 EACH | 180.00000 360.00| | MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 8.000 EACH | 115.00000 920.00| | RIGHT OF WAY MARKER | | | 0032 616-02320 200.000 SYS | 2.00000 400.00| | GEOTEXTILES | | | 0033 616-06405 406.000 TON | 26.75000 10860.50| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 518,600.89 ROUTE : 18 CALL ORDER : 221 CONTRACT ID : R -27664-B COUNTIES : MIAMI LETTING DATE : 12/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 621-01004 1.000 EACH | 210.00000 210.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01597 22.000 SYS | 21.00000 462.00| | EROSION CONTROL, MAT | | | 0036 621-06545 1.000 TON | 700.00000 700.00| | FERTILIZER | | | 0037 621-06548 7.000 LBS | 26.00000 182.00| | SEED MIXTURE, CV | | | 0038 621-06553 106.000 LBS | 3.25000 344.50| | SEED MIXTURE, R | | | 0039 621-06555 53.000 LBS | 7.25000 384.25| | SEED MIXTURE, P | | | 0040 621-06565 1.000 TON | 465.00000 465.00| | MULCHING MATERIAL | | | 0041 621-06567 3.000 MG | 2.00000 6.00| | WATER | | | 0042 621-06574 679.000 SYS | 4.50000 3055.50| | SODDING | | | 0043 621-52448 4.000 EACH | 26.00000 104.00| | SIGN, DO NOT SPRAY | | | 0044 622-98200 4.000 EACH | 26.00000 104.00| | SIGN, DO NOT DISTURB | | | 0046 715-05048 100.000 LFT | 8.50000 850.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0047 715-05049 100.000 LFT | 9.50000 950.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0048 715-05051 100.000 LFT | 11.50000 1150.00| | PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0049 715-05171 46.000 LFT | 20.00000 920.00| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0050 715-46010 2.000 EACH | 350.00000 700.00| | PIPE END SECTION, 18 IN. | | | 0051 723-06660 75.000 SYS | 575.00000 43125.00| | WINGWALL | | | 0053 801-04308 2.000 EACH | 155.00000 310.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 25.000 EACH | 57.00000 1425.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 518,600.89 ROUTE : 18 CALL ORDER : 221 CONTRACT ID : R -27664-B COUNTIES : MIAMI LETTING DATE : 12/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 801-06640 22.000 EACH | 70.00000 1540.00| | CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP | 17500.00000 17500.00| | MAINTAINING TRAFFIC | | | 0057 801-07118 48.000 LFT | 9.10000 436.80| | BARRICADE, III-A | | | 0058 801-07119 96.000 LFT | 12.50000 1200.00| | BARRICADE, III-B | | | 0059 802-05701 11.000 LFT | 11.50000 126.50| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-76025 6.000 SFT | 19.00000 114.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0061 804-06725 13.000 EACH | 18.50000 240.50| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0062 808-06703 2100.000 LFT | 0.39000 819.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0063 808-75240 263.000 LFT | 0.39000 102.57| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0064 808-75245 1050.000 LFT | 0.39000 409.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0065 808-75998 27.000 EACH | 46.00000 1242.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 706-04683 32.000 LFT | 275.00000 8800.00| | RAILING , CF-1 | | | 0067 723-08362 42.000 LFT | 2350.00000 98700.00| | STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 128 IN. | | | SECTION TOTALS | $ 524,447.23| | ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 524,447.23| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 340,640.51 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 355,569.90 104.3827% 3 35-1523985 WIRTZ & YATES, INC. $ 382,423.30 112.2659% 4 90-0177865 HIS CONSTRUCTORS LLC $ 394,507.55 115.8135% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 397,250.00 116.6185% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 399,830.70 117.3761% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 407,539.80 119.6393% ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1523985 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 9104.78000 9104.78| 8500.00000 8500.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1576.12000 9456.72| 1500.00000 9000.00| 2200.00000 13200.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 16898.00000 16898.00| 17700.00000 17700.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 1765.33000 1765.33| 6000.00000 6000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 50.000 LFT | 2.10000 105.00| 5.75000 287.50| 10.00000 500.00 GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH | 9159.38000 9159.38| 7600.00000 7600.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-96133 86.000 LFT | 5.49000 472.14| 10.00000 860.00| 15.00000 1290.00 PIPE, REMOVE | | | 0010 203-02000 593.000 CYS | 13.88000 8230.84| 25.00000 14825.00| 8.00000 4744.00 EXCAVATION, COMMON | | | 0011 203-02020 254.000 CYS | 8.95000 2273.30| 25.00000 6350.00| 40.00000 10160.00 EXCAVATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1523985 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06931 27.000 TON | 35.84000 967.68| 40.00000 1080.00| 24.00000 648.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 115.000 TON | 24.89000 2862.35| 40.00000 4600.00| 24.00000 2760.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 305.000 LFT | 3.35000 1021.75| 3.75000 1143.75| 3.00000 915.00 TEMPORARY SILT FENCE | | | 0015 207-07502 1080.000 SYS | 6.55000 7074.00| 8.00000 8640.00| 8.00000 8640.00 SUBGRADE TREATMENT, TYPE D | | | 0016 211-07454 80.000 CYS | 36.10000 2888.00| 25.00000 2000.00| 20.00000 1600.00 STRUCTURE BACKFILL | | | 0017 213-08058 180.000 CYS | 81.32000 14637.60| 75.00000 13500.00| 140.00000 25200.00 FLOWABLE BACKFILL | | | 0018 301-07448 658.000 TON | 13.78000 9067.24| 18.00000 11844.00| 17.00000 11186.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 304-07493 131.000 TON | 116.04000 15201.24| 110.00000 14410.00| 108.00000 14148.00 WIDENING WITH HMA, TYPE B | | | 0020 306-08036 1529.000 SYS | 3.20000 4892.80| 4.50000 6880.50| 4.00000 6116.00 MILLING, ASPHALT, 2 IN. | | | 0021 402-07433 147.000 TON | 84.21000 12378.87| 91.00000 13377.00| 84.25000 12384.75 HMA SURFACE, TYPE B | | | 0022 402-07438 34.000 TON | 95.02000 3230.68| 106.00000 3604.00| 100.00000 3400.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 108.000 TON | 78.02000 8426.16| 87.00000 9396.00| 81.00000 8748.00 HMA BASE, TYPE B | | | 0024 404-05511 628.000 SYS | 11.07000 6951.96| 12.50000 7850.00| 11.00000 6908.00 SEAL COAT, 2 | | | 0025 406-05520 1.000 TON | 417.15000 417.15| 465.00000 465.00| 450.00000 450.00 ASPHALT FOR TACK COAT | | | 0026 601-01848 4.000 EACH | 1802.50000 7210.00| 2015.00000 8060.00| 2012.50000 8050.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0027 601-06854 2.000 EACH | 2497.75000 4995.50| 2790.00000 5580.00| 2788.00000 5576.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 4.000 EACH | 2147.55000 8590.20| 2400.00000 9600.00| 2397.00000 9588.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 613.000 LFT | 14.32000 8778.16| 16.00000 9808.00| 16.00000 9808.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 610-07486 52.000 TON | 136.11000 7077.72| 126.50000 6578.00| 120.75000 6279.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1523985 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 611-06497 1.000 EACH | 216.30000 216.30| 241.50000 241.50| 300.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 18.000 EACH | 104.03000 1872.54| 116.00000 2088.00| 120.00000 2160.00 RIGHT OF WAY MARKER | | | 0033 616-02320 712.000 SYS | 2.39000 1701.68| 3.00000 2136.00| 4.00000 2848.00 GEOTEXTILES | | | 0034 616-05688 712.000 TON | 17.87000 12723.44| 25.00000 17800.00| 32.00000 22784.00 RIPRAP, CLASS 1 | | | 0035 621-01004 1.000 EACH | 515.00000 515.00| 575.00000 575.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01660 2075.000 SYS | 0.43000 892.25| 0.48000 996.00| 0.50000 1037.50 MULCHED SEEDING, LEGUME, 2 | | | 0037 621-06548 5.000 LBS | 26.27000 131.35| 29.30000 146.50| 40.00000 200.00 SEED MIXTURE, CV | | | 0038 621-06559 2060.000 SYS | 0.43000 885.80| 0.48000 988.80| 0.50000 1030.00 MULCHED SEEDING, R | | | 0039 621-06574 760.000 SYS | 5.15000 3914.00| 5.75000 4370.00| 6.61000 5023.60 SODDING | | | 0040 622-52436 3.000 EACH | 26.78000 80.34| 30.00000 90.00| 35.00000 105.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 622-91786 65.000 EACH | 8.76000 569.40| 9.80000 637.00| 11.21000 728.65 SEEDLING | | | 0042 714-06660 53.000 SYS | 491.53000 26051.09| 453.00000 24009.00| 400.00000 21200.00 WINGWALL | | | 0043 715-05169 104.000 LFT | 23.89000 2484.56| 20.00000 2080.00| 25.00000 2600.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0044 715-46005 4.000 EACH | 160.53000 642.12| 200.00000 800.00| 120.00000 480.00 PIPE END SECTION, 15 IN. | | | 0045 715-90714 100.000 LFT | 9.04000 904.00| 20.00000 2000.00| 13.00000 1300.00 PIPE, PVC, 12 IN. | | | 0046 715-91361 100.000 LFT | 5.92000 592.00| 10.00000 1000.00| 13.00000 1300.00 PIPE, PVC, 6 IN. | | | 0047 723-08050 63.000 LFT | 1469.68000 92589.84| 1215.00000 76545.00| 1031.75000 65000.25 STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 96 IN. | | | 0048 801-03290 4.000 EACH | 180.25000 721.00| 138.00000 552.00| 240.00000 960.00 CONSTRUCTION SIGN, C | | | 0049 801-04308 2.000 EACH | 236.90000 473.80| 200.00000 400.00| 375.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1523985 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 801-06199 2.000 EACH | 257.50000 515.00| 605.00000 1210.00| 800.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0051 801-06625 16.000 EACH | 71.07000 1137.12| 75.00000 1200.00| 100.00000 1600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 9.000 EACH | 150.38000 1353.42| 86.00000 774.00| 110.00000 990.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 4.000 EACH | 45.32000 181.28| 40.25000 161.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP | 4184.64000 4184.64| 3000.00000 3000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0055 801-07118 48.000 LFT | 7.21000 346.08| 11.00000 528.00| 11.00000 528.00 BARRICADE, III-A | | | 0056 801-07119 24.000 LFT | 8.24000 197.76| 14.00000 336.00| 13.80000 331.20 BARRICADE, III-B | | | 0057 802-05702 26.000 LFT | 8.91000 231.66| 10.00000 260.00| 10.00000 260.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0058 802-07060 1.000 EACH | 61.80000 61.80| 69.00000 69.00| 70.00000 70.00 SIGN, SHEET, RELOCATE | | | 0059 808-06713 1462.000 LFT | 0.10000 146.20| 0.63000 921.06| 0.63000 921.06 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-75240 183.000 LFT | 1.03000 188.49| 0.63000 115.29| 0.63000 115.29 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 340,640.51| $ 355,569.90| $ 382,423.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 340,640.51| $ 355,569.90| $ 382,423.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |HIS CONSTRUCTORS LLC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 6400.00000 6400.00| 6200.00000 6200.00| 5800.00000 5800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1050.00000 6300.00| 2200.00000 13200.00| 2345.00000 14070.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 19500.00000 19500.00| 19846.20000 19846.20| 19953.00000 19953.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 7900.00000 7900.00| 11000.00000 11000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 50.000 LFT | 12.00000 600.00| 5.00000 250.00| 10.00000 500.00 GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH | 7500.00000 7500.00| 15000.00000 15000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-96133 86.000 LFT | 6.00000 516.00| 20.00000 1720.00| 3.00000 258.00 PIPE, REMOVE | | | 0010 203-02000 593.000 CYS | 40.00000 23720.00| 43.00000 25499.00| 26.35000 15625.55 EXCAVATION, COMMON | | | 0011 203-02020 254.000 CYS | 17.00000 4318.00| 28.00000 7112.00| 15.00000 3810.00 EXCAVATION, UNCLASSIFIED | | | 0012 205-06931 27.000 TON | 60.00000 1620.00| 50.00000 1350.00| 92.00000 2484.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 115.000 TON | 30.00000 3450.00| 40.00000 4600.00| 67.00000 7705.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 305.000 LFT | 2.60000 793.00| 2.50000 762.50| 5.00000 1525.00 TEMPORARY SILT FENCE | | | 0015 207-07502 1080.000 SYS | 9.50000 10260.00| 6.00000 6480.00| 9.00000 9720.00 SUBGRADE TREATMENT, TYPE D | | | 0016 211-07454 80.000 CYS | 48.00000 3840.00| 50.00000 4000.00| 30.00000 2400.00 STRUCTURE BACKFILL | | | 0017 213-08058 180.000 CYS | 97.00000 17460.00| 77.00000 13860.00| 55.00000 9900.00 FLOWABLE BACKFILL | | | 0018 301-07448 658.000 TON | 27.00000 17766.00| 20.00000 13160.00| 21.00000 13818.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 304-07493 131.000 TON | 97.00000 12707.00| 106.00000 13886.00| 95.50000 12510.50 WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |HIS CONSTRUCTORS LLC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08036 1529.000 SYS | 4.75000 7262.75| 6.30000 9632.70| 4.00000 6116.00 MILLING, ASPHALT, 2 IN. | | | 0021 402-07433 147.000 TON | 95.00000 13965.00| 67.00000 9849.00| 79.00000 11613.00 HMA SURFACE, TYPE B | | | 0022 402-07438 34.000 TON | 94.00000 3196.00| 104.00000 3536.00| 92.25000 3136.50 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 108.000 TON | 78.00000 8424.00| 72.00000 7776.00| 75.75000 8181.00 HMA BASE, TYPE B | | | 0024 404-05511 628.000 SYS | 11.00000 6908.00| 12.75000 8007.00| 10.75000 6751.00 SEAL COAT, 2 | | | 0025 406-05520 1.000 TON | 410.00000 410.00| 140.00000 140.00| 405.00000 405.00 ASPHALT FOR TACK COAT | | | 0026 601-01848 4.000 EACH | 1800.00000 7200.00| 1750.00000 7000.00| 1750.00000 7000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0027 601-06854 2.000 EACH | 2450.00000 4900.00| 2425.00000 4850.00| 2400.00000 4800.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 4.000 EACH | 2150.00000 8600.00| 2085.00000 8340.00| 2500.00000 10000.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 613.000 LFT | 14.25000 8735.25| 13.90000 8520.70| 13.00000 7969.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 610-07486 52.000 TON | 112.00000 5824.00| 104.00000 5408.00| 110.00000 5720.00 HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 1.000 EACH | 205.00000 205.00| 210.00000 210.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 18.000 EACH | 105.00000 1890.00| 101.00000 1818.00| 100.00000 1800.00 RIGHT OF WAY MARKER | | | 0033 616-02320 712.000 SYS | 2.00000 1424.00| 3.00000 2136.00| 1.75000 1246.00 GEOTEXTILES | | | 0034 616-05688 712.000 TON | 32.50000 23140.00| 26.00000 18512.00| 39.00000 27768.00 RIPRAP, CLASS 1 | | | 0035 621-01004 1.000 EACH | 635.00000 635.00| 625.00000 625.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01660 2075.000 SYS | 0.39000 809.25| 0.38000 788.50| 0.40000 830.00 MULCHED SEEDING, LEGUME, 2 | | | 0037 621-06548 5.000 LBS | 25.50000 127.50| 25.00000 125.00| 25.00000 125.00 SEED MIXTURE, CV | | | 0038 621-06559 2060.000 SYS | 0.41000 844.60| 0.40000 824.00| 0.50000 1030.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |HIS CONSTRUCTORS LLC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06574 760.000 SYS | 5.85000 4446.00| 5.75000 4370.00| 6.00000 4560.00 SODDING | | | 0040 622-52436 3.000 EACH | 25.00000 75.00| 25.00000 75.00| 20.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 622-91786 65.000 EACH | 10.00000 650.00| 9.75000 633.75| 10.00000 650.00 SEEDLING | | | 0042 714-06660 53.000 SYS | 400.00000 21200.00| 325.00000 17225.00| 650.00000 34450.00 WINGWALL | | | 0043 715-05169 104.000 LFT | 29.00000 3016.00| 28.00000 2912.00| 30.50000 3172.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0044 715-46005 4.000 EACH | 350.00000 1400.00| 300.00000 1200.00| 275.00000 1100.00 PIPE END SECTION, 15 IN. | | | 0045 715-90714 100.000 LFT | 23.00000 2300.00| 26.00000 2600.00| 25.00000 2500.00 PIPE, PVC, 12 IN. | | | 0046 715-91361 100.000 LFT | 22.00000 2200.00| 20.00000 2000.00| 20.00000 2000.00 PIPE, PVC, 6 IN. | | | 0047 723-08050 63.000 LFT | 1600.00000 100800.00| 1580.00000 99540.00| 1500.00000 94500.00 STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 96 IN. | | | 0048 801-03290 4.000 EACH | 122.00000 488.00| 120.00000 480.00| 125.00000 500.00 CONSTRUCTION SIGN, C | | | 0049 801-04308 2.000 EACH | 176.00000 352.00| 175.00000 350.00| 180.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06199 2.000 EACH | 530.00000 1060.00| 525.00000 1050.00| 550.00000 1100.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0051 801-06625 16.000 EACH | 66.00000 1056.00| 65.00000 1040.00| 65.00000 1040.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 9.000 EACH | 76.00000 684.00| 75.00000 675.00| 75.00000 675.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 4.000 EACH | 36.00000 144.00| 35.00000 140.00| 36.00000 144.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP | 3500.00000 3500.00| 5000.00000 5000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0055 801-07118 48.000 LFT | 9.75000 468.00| 9.50000 456.00| 9.00000 432.00 BARRICADE, III-A | | | 0056 801-07119 24.000 LFT | 12.50000 300.00| 12.00000 288.00| 12.50000 300.00 BARRICADE, III-B | | | 0057 802-05702 26.000 LFT | 9.00000 234.00| 8.65000 224.90| 8.00000 208.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-0918397 |( 6 ) 35-1917625 |HIS CONSTRUCTORS LLC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 802-07060 1.000 EACH | 61.00000 61.00| 60.00000 60.00| 62.00000 62.00 SIGN, SHEET, RELOCATE | | | 0059 808-06713 1462.000 LFT | 0.56000 818.72| 0.55000 804.10| 0.60000 877.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-75240 183.000 LFT | 0.56000 102.48| 0.55000 100.65| 0.65000 118.95 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 394,507.55| $ 397,250.00| $ 399,830.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 394,507.55| $ 397,250.00| $ 399,830.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| | FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 19000.00000 19000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 3000.00000 3000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02241 50.000 LFT | 5.00000 250.00| | GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH | 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE | | | 0009 202-96133 86.000 LFT | 12.00000 1032.00| | PIPE, REMOVE | | | 0010 203-02000 593.000 CYS | 25.00000 14825.00| | EXCAVATION, COMMON | | | 0011 203-02020 254.000 CYS | 25.00000 6350.00| | EXCAVATION, UNCLASSIFIED | | | 0012 205-06931 27.000 TON | 65.00000 1755.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 115.000 TON | 40.00000 4600.00| | TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 305.000 LFT | 3.25000 991.25| | TEMPORARY SILT FENCE | | | 0015 207-07502 1080.000 SYS | 9.50000 10260.00| | SUBGRADE TREATMENT, TYPE D | | | 0016 211-07454 80.000 CYS | 50.00000 4000.00| | STRUCTURE BACKFILL | | | 0017 213-08058 180.000 CYS | 100.00000 18000.00| | FLOWABLE BACKFILL | | | 0018 301-07448 658.000 TON | 20.00000 13160.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 304-07493 131.000 TON | 100.00000 13100.00| | WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08036 1529.000 SYS | 4.00000 6116.00| | MILLING, ASPHALT, 2 IN. | | | 0021 402-07433 147.000 TON | 79.00000 11613.00| | HMA SURFACE, TYPE B | | | 0022 402-07438 34.000 TON | 92.25000 3136.50| | HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 108.000 TON | 75.75000 8181.00| | HMA BASE, TYPE B | | | 0024 404-05511 628.000 SYS | 10.75000 6751.00| | SEAL COAT, 2 | | | 0025 406-05520 1.000 TON | 405.00000 405.00| | ASPHALT FOR TACK COAT | | | 0026 601-01848 4.000 EACH | 1750.00000 7000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0027 601-06854 2.000 EACH | 2425.00000 4850.00| | GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 4.000 EACH | 2085.00000 8340.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 613.000 LFT | 13.90000 8520.70| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 610-07486 52.000 TON | 110.00000 5720.00| | HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 1.000 EACH | 210.00000 210.00| | MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 18.000 EACH | 101.00000 1818.00| | RIGHT OF WAY MARKER | | | 0033 616-02320 712.000 SYS | 2.50000 1780.00| | GEOTEXTILES | | | 0034 616-05688 712.000 TON | 30.00000 21360.00| | RIPRAP, CLASS 1 | | | 0035 621-01004 1.000 EACH | 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01660 2075.000 SYS | 0.42000 871.50| | MULCHED SEEDING, LEGUME, 2 | | | 0037 621-06548 5.000 LBS | 25.50000 127.50| | SEED MIXTURE, CV | | | 0038 621-06559 2060.000 SYS | 0.42000 865.20| | MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06574 760.000 SYS | 5.00000 3800.00| | SODDING | | | 0040 622-52436 3.000 EACH | 26.00000 78.00| | SIGN, DO NOT MOW OR SPRAY | | | 0041 622-91786 65.000 EACH | 8.50000 552.50| | SEEDLING | | | 0042 714-06660 53.000 SYS | 600.00000 31800.00| | WINGWALL | | | 0043 715-05169 104.000 LFT | 50.00000 5200.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0044 715-46005 4.000 EACH | 450.00000 1800.00| | PIPE END SECTION, 15 IN. | | | 0045 715-90714 100.000 LFT | 35.00000 3500.00| | PIPE, PVC, 12 IN. | | | 0046 715-91361 100.000 LFT | 30.00000 3000.00| | PIPE, PVC, 6 IN. | | | 0047 723-08050 63.000 LFT | 1750.00000 110250.00| | STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 96 IN. | | | 0048 801-03290 4.000 EACH | 120.00000 480.00| | CONSTRUCTION SIGN, C | | | 0049 801-04308 2.000 EACH | 175.00000 350.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06199 2.000 EACH | 525.00000 1050.00| | ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0051 801-06625 16.000 EACH | 65.00000 1040.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 9.000 EACH | 75.00000 675.00| | CONSTRUCTION SIGN, A | | | 0053 801-06645 4.000 EACH | 35.00000 140.00| | CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP | 2000.00000 2000.00| | MAINTAINING TRAFFIC | | | 0055 801-07118 48.000 LFT | 9.50000 456.00| | BARRICADE, III-A | | | 0056 801-07119 24.000 LFT | 12.00000 288.00| | BARRICADE, III-B | | | 0057 802-05702 26.000 LFT | 8.65000 224.90| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 231 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,871.19 ROUTE : 234 CALL ORDER : 231 CONTRACT ID : R -27742-A COUNTIES : MONTGOMERY LETTING DATE : 12/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 802-07060 1.000 EACH | 60.00000 60.00| | SIGN, SHEET, RELOCATE | | | 0059 808-06713 1462.000 LFT | 0.55000 804.10| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-75240 183.000 LFT | 0.55000 100.65| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 407,539.80| | ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 407,539.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,080.00 ROUTE : SR 62 CALL ORDER : 241 CONTRACT ID : R -27777-A COUNTIES : WARRICK LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1757738 NAAS & SONS INC. REJECTED $ 99,900.00 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 216,723.00 216.9399% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,118.06 ROUTE : 128 CALL ORDER : 251 CONTRACT ID : R -27790-A COUNTIES : MADISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/26/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 388,778.20 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 421,705.49 108.4694% 3 35-1609544 SCHUTT-LOOKABILL CO $ 434,754.94 111.8260% 4 35-1139301 E & B PAVING, INC. $ 448,900.00 115.4643% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 466,675.84 120.0365% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 468,000.00 120.3771% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 4286.00000 4286.00| 4750.00000 4750.00| 9718.00000 9718.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1300.00000 10400.00| 1000.00000 8000.00| 2000.00000 16000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 19400.00000 19400.00| 20750.00000 20750.00| 21700.00000 21700.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 7700.00000 7700.00| 8250.00000 8250.00| 3600.00000 3600.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 325.000 LFT | 4.60000 1495.00| 4.80000 1560.00| 4.00000 1300.00 GUARDRAIL, REMOVE | | | 0008 202-02271 1.000 EACH | 500.00000 500.00| 350.00000 350.00| 200.00000 200.00 HEADWALL, REMOVE | | | 0009 202-51330 LUMP | 9000.00000 9000.00| 20000.00000 20000.00| 52176.00000 52176.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-96133 20.000 LFT | 10.00000 200.00| 25.00000 500.00| 6.00000 120.00 PIPE, REMOVE | | | 0011 203-02000 2570.000 CYS | 15.50000 39835.00| 12.50000 32125.00| 11.33000 29118.10 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,118.06 ROUTE : 128 CALL ORDER : 251 CONTRACT ID : R -27790-A COUNTIES : MADISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06931 91.000 TON | 31.00000 2821.00| 24.00000 2184.00| 16.00000 1456.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 30.000 LFT | 22.00000 660.00| 4.00000 120.00| 9.30000 279.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06937 30.000 LFT | 6.75000 202.50| 5.00000 150.00| 9.15000 274.50 TEMPORARY SILT FENCE | | | 0015 207-07500 3149.000 SYS | 6.00000 18894.00| 5.25000 16532.25| 5.37000 16910.13 SUBGRADE TREATMENT, TYPE C | | | 0016 211-02050 50.000 CYS | 30.00000 1500.00| 30.00000 1500.00| 30.00000 1500.00 B BORROW | | | 0017 211-07454 51.000 CYS | 20.00000 1020.00| 34.00000 1734.00| 40.00000 2040.00 STRUCTURE BACKFILL | | | 0018 213-08058 72.000 CYS | 100.00000 7200.00| 90.00000 6480.00| 90.00000 6480.00 FLOWABLE BACKFILL | | | 0019 301-07448 1423.000 TON | 16.00000 22768.00| 24.00000 34152.00| 20.57000 29271.11 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08032 294.000 SYS | 5.00000 1470.00| 3.50000 1029.00| 2.75000 808.50 MILLING, TRANSITION | | | 0021 306-08034 134.000 SYS | 11.00000 1474.00| 10.00000 1340.00| 10.00000 1340.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0022 306-08036 134.000 SYS | 9.00000 1206.00| 8.50000 1139.00| 8.00000 1072.00 MILLING, ASPHALT, 2 IN. | | | 0023 306-08037 307.000 SYS | 5.00000 1535.00| 5.00000 1535.00| 2.75000 844.25 MILLING, ASPHALT, 3 IN. | | | 0024 402-07432 86.000 TON | 47.00000 4042.00| 77.50000 6665.00| 84.64000 7279.04 HMA SURFACE, TYPE A | | | 0025 402-07433 233.000 TON | 50.00000 11650.00| 48.35000 11265.55| 51.25000 11941.25 HMA SURFACE, TYPE B | | | 0026 402-07438 336.000 TON | 40.00000 13440.00| 40.00000 13440.00| 43.45000 14599.20 HMA INTERMEDIATE, TYPE B | | | 0027 402-07440 259.000 TON | 41.00000 10619.00| 45.00000 11655.00| 47.80000 12380.20 HMA BASE. TYPE A | | | 0028 402-07441 898.000 TON | 42.00000 37716.00| 37.50000 33675.00| 39.00000 35022.00 HMA BASE, TYPE B | | | 0029 405-05518 2781.000 SYS | 0.50000 1390.50| 0.01000 27.81| 0.02000 55.62 ASPHALT FOR PRIME COAT | | | 0030 406-05521 6568.000 SYS | 0.07000 459.76| 0.06000 394.08| 0.06000 394.08 ASPHALT FOR TACK COAT | | | 0031 601-01700 1.000 EACH | 1725.00000 1725.00| 1775.00000 1775.00| 1950.00000 1950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,118.06 ROUTE : 128 CALL ORDER : 251 CONTRACT ID : R -27790-A COUNTIES : MADISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-01701 1.000 EACH | 1625.00000 1625.00| 1675.00000 1675.00| 1830.00000 1830.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0033 601-06854 2.000 EACH | 2475.00000 4950.00| 2525.00000 5050.00| 2800.00000 5600.00 GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 2.000 EACH | 2125.00000 4250.00| 2275.00000 4550.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 106.000 LFT | 14.25000 1510.50| 12.00000 1272.00| 16.10000 1706.60 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 610-07486 33.000 TON | 70.00000 2310.00| 85.00000 2805.00| 94.30000 3111.90 HMA FOR APPROACHES, TYPE A | | | 0037 610-07712 81.000 SYS | 60.00000 4860.00| 37.50000 3037.50| 40.00000 3240.00 PCCP FOR APPROACHES, 6 IN. | | | 0038 611-06497 2.000 EACH | 170.00000 340.00| 175.00000 350.00| 192.00000 384.00 MAILBOX ASSEMBLY, SINGLE | | | 0039 615-06490 9.000 EACH | 105.00000 945.00| 110.00000 990.00| 120.00000 1080.00 RIGHT OF WAY MARKER | | | 0040 615-06505 2.000 EACH | 500.00000 1000.00| 550.00000 1100.00| 565.00000 1130.00 MONUMENT, B | | | 0041 616-02320 411.000 SYS | 2.50000 1027.50| 3.00000 1233.00| 2.00000 822.00 GEOTEXTILES | | | 0042 616-05689 300.000 TON | 40.00000 12000.00| 35.00000 10500.00| 31.00000 9300.00 RIPRAP, CLASS 2 | | | 0043 621-01004 2.000 EACH | 600.00000 1200.00| 650.00000 1300.00| 593.00000 1186.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01956 164.000 LBS | 2.71000 444.44| 3.00000 492.00| 3.74000 613.36 SEED MIXTURE, LEGUME, 1 | | | 0045 621-02770 852.000 SYS | 1.80000 1533.60| 2.25000 1917.00| 1.46000 1243.92 EROSION CONTROL BLANKET | | | 0046 621-06545 1.000 TON | 335.00000 335.00| 350.00000 350.00| 795.00000 795.00 FERTILIZER | | | 0047 621-06548 3.000 LBS | 25.50000 76.50| 26.50000 79.50| 28.00000 84.00 SEED MIXTURE, CV | | | 0048 621-06557 103.000 LBS | 2.38000 245.14| 2.50000 257.50| 4.60000 473.80 SEED MIXTURE, T | | | 0049 621-06565 4.000 TON | 460.00000 1840.00| 480.00000 1920.00| 606.00000 2424.00 MULCHING MATERIAL | | | 0050 621-06567 10.000 MG | 2.00000 20.00| 2.00000 20.00| 3.00000 30.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 251 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,118.06 ROUTE : 128 CALL ORDER : 251 CONTRACT ID : R -27790-A COUNTIES : MADISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 621-06574 925.000 SYS | 3.20000 2960.00| 3.50000 3237.50| 3.68000 3404.00 SODDING | | | 0052 621-06575 1466.000 SYS | 3.20000 4691.20| 3.50000 5131.00| 3.68000 5394.88 SODDING, NURSERY | | | 0053 714-06172 72.000 LFT | 900.00000 64800.00| 1060.00000 76320.00| 1000.00000 72000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 4 FT. | | | 0054 714-06660 231.000 SYS | 100.00000 23100.00| 168.00000 38808.00| 75.42000 17422.02 WINGWALL | | | 0055 715-02628 2.000 EACH | 500.00000 1000.00| 325.00000 650.00| 350.00000 700.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0056 715-02630 2.000 EACH | 800.00000 1600.00| 550.00000 1100.00| 603.00000 1206.00 SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0057 715-05151 110.000 LFT | 35.00000 3850.00| 20.00000 2200.00| 20.58000 2263.80 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0058 715-05169 52.000 LFT | 35.00000 1820.00| 20.00000 1040.00| 19.42000 1009.84 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0059 715-05173 38.000 LFT | 40.00000 1520.00| 27.50000 1045.00| 28.11000 1068.18 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0060 720-45235 1.000 EACH | 1500.00000 1500.00| 1400.00000 1400.00| 1000.00000 1000.00 CATCH BASIN, E7 | | | 0061 801-04308 3.000 EACH | 275.00000 825.00| 295.00000 885.00| 310.00000 930.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06625 20.000 EACH | 75.00000 1500.00| 85.00000 1700.00| 85.00000 1700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 4.000 EACH | 150.00000 600.00| 250.00000 1000.00| 170.00000 680.00 CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0065 801-07119 96.000 LFT | 13.00000 1248.00| 15.00000 1440.00| 15.00000 1440.00 BARRICADE, III-B | | | 0066 802-05701 12.000 LFT | 12.00000 144.00| 14.00000 168.00| 13.00000 156.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0067 802-76035 9.000 SFT | 16.00000 144.00| 18.00000 162.00| 18.00000 162.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0068 804-06725 4.000 EACH | 20.00000 80.00| 24.00000 96.00| 23.00000 92.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 251 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,118.06 ROUTE : 128 CALL ORDER : 251 CONTRACT ID : R -27790-A COUNTIES : MADISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |BROOKS CONSTRUCTION COMPANY |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 808-06712 262.000 LFT | 0.38000 99.56| 0.40000 104.80| 0.43000 112.66 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0070 808-06713 2100.000 LFT | 0.38000 798.00| 0.40000 840.00| 0.43000 903.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06716 500.000 LFT | 0.75000 375.00| 0.80000 400.00| 0.85000 425.00 LINE, REMOVE | | | SECTION TOTALS | $ 388,778.20| $ 421,705.49| $ 434,754.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 388,778.20| $ 421,705.49| $ 434,754.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 251 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,118.06 ROUTE : 128 CALL ORDER : 251 CONTRACT ID : R -27790-A COUNTIES : MADISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |E & B PAVING, INC. |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 7600.00000 7600.00| 7000.00000 7000.00| 7600.00000 7600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1800.00000 14400.00| 1250.00000 10000.00| 2250.00000 18000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 22400.00000 22400.00| 23000.00000 23000.00| 23400.00000 23400.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 7500.00000 7500.00| 4000.00000 4000.00| 3546.62000 3546.62 CLEARING RIGHT OF WAY | | | 0007 202-02241 325.000 LFT | 4.00000 1300.00| 4.60000 1495.00| 4.60000 1495.00 GUARDRAIL, REMOVE | | | 0008 202-02271 1.000 EACH | 900.00000 900.00| 225.00000 225.00| 2500.00000 2500.00 HEADWALL, REMOVE | | | 0009 202-51330 LUMP | 10000.00000 10000.00| 15400.00000 15400.00| 8100.00000 8100.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-96133 20.000 LFT | 45.00000 900.00| 20.00000 400.00| 50.00000 1000.00 PIPE, REMOVE | | | 0011 203-02000 2570.000 CYS | 17.50000 44975.00| 17.50000 44975.00| 18.00000 46260.00 EXCAVATION, COMMON | | | 0012 205-06931 91.000 TON | 90.00000 8190.00| 38.00000 3458.00| 29.00000 2639.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 30.000 LFT | 8.25000 247.50| 22.00000 660.00| 22.00000 660.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06937 30.000 LFT | 8.10000 243.00| 6.75000 202.50| 6.75000 202.50 TEMPORARY SILT FENCE | | | 0015 207-07500 3149.000 SYS | 8.50000 26766.50| 5.00000 15745.00| 6.95000 21885.55 SUBGRADE TREATMENT, TYPE C | | | 0016 211-02050 50.000 CYS | 35.00000 1750.00| 45.00000 2250.00| 31.00000 1550.00 B BORROW | | | 0017 211-07454 51.000 CYS | 35.00000 1785.00| 50.00000 2550.00| 31.00000 1581.00 STRUCTURE BACKFILL | | | 0018 213-08058 72.000 CYS | 100.00000 7200.00| 115.00000 8280.00| 75.00000 5400.00 FLOWABLE BACKFILL | | | 0019 301-07448 1423.000 TON | 20.25000 28815.75| 25.00000 35575.00| 23.00000 32729.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 251 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,118.06 ROUTE : 128 CALL ORDER : 251 CONTRACT ID : R -27790-A COUNTIES : MADISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |E & B PAVING, INC. |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08032 294.000 SYS | 7.00000 2058.00| 6.50000 1911.00| 9.00000 2646.00 MILLING, TRANSITION | | | 0021 306-08034 134.000 SYS | 7.00000 938.00| 6.25000 837.50| 14.00000 1876.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0022 306-08036 134.000 SYS | 7.00000 938.00| 6.50000 871.00| 14.00000 1876.00 MILLING, ASPHALT, 2 IN. | | | 0023 306-08037 307.000 SYS | 9.00000 2763.00| 6.75000 2072.25| 9.00000 2763.00 MILLING, ASPHALT, 3 IN. | | | 0024 402-07432 86.000 TON | 65.00000 5590.00| 74.90000 6441.40| 53.00000 4558.00 HMA SURFACE, TYPE A | | | 0025 402-07433 233.000 TON | 42.00000 9786.00| 45.35000 10566.55| 53.00000 12349.00 HMA SURFACE, TYPE B | | | 0026 402-07438 336.000 TON | 35.00000 11760.00| 36.45000 12247.20| 47.00000 15792.00 HMA INTERMEDIATE, TYPE B | | | 0027 402-07440 259.000 TON | 42.00000 10878.00| 42.30000 10955.70| 50.00000 12950.00 HMA BASE. TYPE A | | | 0028 402-07441 898.000 TON | 35.00000 31430.00| 34.85000 31295.30| 37.00000 33226.00 HMA BASE, TYPE B | | | 0029 405-05518 2781.000 SYS | 0.01000 27.81| 0.01000 27.81| 0.05000 139.05 ASPHALT FOR PRIME COAT | | | 0030 406-05521 6568.000 SYS | 0.04000 262.72| 0.05000 328.40| 0.05000 328.40 ASPHALT FOR TACK COAT | | | 0031 601-01700 1.000 EACH | 1700.00000 1700.00| 1725.00000 1725.00| 1725.00000 1725.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-01701 1.000 EACH | 1700.00000 1700.00| 1625.00000 1625.00| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0033 601-06854 2.000 EACH | 2200.00000 4400.00| 2475.00000 4950.00| 2475.00000 4950.00 GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 2.000 EACH | 2100.00000 4200.00| 2125.00000 4250.00| 2125.00000 4250.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 106.000 LFT | 19.00000 2014.00| 14.25000 1510.50| 14.25000 1510.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 610-07486 33.000 TON | 84.00000 2772.00| 83.45000 2753.85| 140.00000 4620.00 HMA FOR APPROACHES, TYPE A | | | 0037 610-07712 81.000 SYS | 48.00000 3888.00| 50.00000 4050.00| 65.00000 5265.00 PCCP FOR APPROACHES, 6 IN. | | | 0038 611-06497 2.000 EACH | 160.00000 320.00| 170.00000 340.00| 170.00000 340.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 251 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,118.06 ROUTE : 128 CALL ORDER : 251 CONTRACT ID : R -27790-A COUNTIES : MADISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |E & B PAVING, INC. |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 615-06490 9.000 EACH | 130.00000 1170.00| 105.00000 945.00| 105.00000 945.00 RIGHT OF WAY MARKER | | | 0040 615-06505 2.000 EACH | 550.00000 1100.00| 500.00000 1000.00| 500.00000 1000.00 MONUMENT, B | | | 0041 616-02320 411.000 SYS | 2.43000 998.73| 3.00000 1233.00| 3.50000 1438.50 GEOTEXTILES | | | 0042 616-05689 300.000 TON | 55.64000 16692.00| 45.00000 13500.00| 38.00000 11400.00 RIPRAP, CLASS 2 | | | 0043 621-01004 2.000 EACH | 525.00000 1050.00| 600.00000 1200.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01956 164.000 LBS | 3.31000 542.84| 2.71000 444.44| 2.71000 444.44 SEED MIXTURE, LEGUME, 1 | | | 0045 621-02770 852.000 SYS | 1.30000 1107.60| 1.80000 1533.60| 1.80000 1533.60 EROSION CONTROL BLANKET | | | 0046 621-06545 1.000 TON | 703.00000 703.00| 335.00000 335.00| 335.00000 335.00 FERTILIZER | | | 0047 621-06548 3.000 LBS | 25.00000 75.00| 25.50000 76.50| 25.50000 76.50 SEED MIXTURE, CV | | | 0048 621-06557 103.000 LBS | 4.05000 417.15| 2.38000 245.14| 2.38000 245.14 SEED MIXTURE, T | | | 0049 621-06565 4.000 TON | 537.00000 2148.00| 460.00000 1840.00| 460.00000 1840.00 MULCHING MATERIAL | | | 0050 621-06567 10.000 MG | 2.50000 25.00| 2.00000 20.00| 2.00000 20.00 WATER | | | 0051 621-06574 925.000 SYS | 3.26000 3015.50| 3.20000 2960.00| 3.20000 2960.00 SODDING | | | 0052 621-06575 1466.000 SYS | 3.26000 4779.16| 3.20000 4691.20| 3.20000 4691.20 SODDING, NURSERY | | | 0053 714-06172 72.000 LFT | 860.00000 61920.00| 1230.00000 88560.00| 980.00000 70560.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 4 FT. | | | 0054 714-06660 231.000 SYS | 207.00000 47817.00| 225.00000 51975.00| 250.00000 57750.00 WINGWALL | | | 0055 715-02628 2.000 EACH | 336.00000 672.00| 600.00000 1200.00| 1000.00000 2000.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0056 715-02630 2.000 EACH | 560.00000 1120.00| 1000.00000 2000.00| 1250.00000 2500.00 SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0057 715-05151 110.000 LFT | 29.40000 3234.00| 45.00000 4950.00| 28.00000 3080.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 251 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,118.06 ROUTE : 128 CALL ORDER : 251 CONTRACT ID : R -27790-A COUNTIES : MADISON LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |E & B PAVING, INC. |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05169 52.000 LFT | 33.70000 1752.40| 40.00000 2080.00| 28.00000 1456.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0059 715-05173 38.000 LFT | 36.00000 1368.00| 60.00000 2280.00| 58.00000 2204.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0060 720-45235 1.000 EACH | 2300.00000 2300.00| 1900.00000 1900.00| 750.00000 750.00 CATCH BASIN, E7 | | | 0061 801-04308 3.000 EACH | 275.00000 825.00| 170.00000 510.00| 170.00000 510.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06625 20.000 EACH | 75.00000 1500.00| 95.00000 1900.00| 95.00000 1900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP | 6181.78000 6181.78| 2000.00000 2000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0065 801-07119 96.000 LFT | 13.00000 1248.00| 7.00000 672.00| 7.00000 672.00 BARRICADE, III-B | | | 0066 802-05701 12.000 LFT | 30.00000 360.00| 12.00000 144.00| 12.00000 144.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0067 802-76035 9.000 SFT | 45.00000 405.00| 16.00000 144.00| 16.00000 144.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0068 804-06725 4.000 EACH | 25.00000 100.00| 20.00000 80.00| 20.00000 80.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0069 808-06712 262.000 LFT | 0.38000 99.56| 0.50000 131.00| 0.50000 131.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0070 808-06713 2100.000 LFT | 0.38000 798.00| 0.50000 1050.00| 0.50000 1050.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06716 500.000 LFT | 0.75000 375.00| 1.00000 500.00| 1.00000 500.00 LINE, REMOVE | | | SECTION TOTALS | $ 448,900.00| $ 466,675.84| $ 468,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 448,900.00| $ 466,675.84| $ 468,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,388.10 ROUTE : 36 CALL ORDER : 261 CONTRACT ID : R -27791-A COUNTIES : RANDOLPH LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/23/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 170,434.05 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 198,414.62 116.4172% 3 35-2064912 B & P CONSTRUCTION CONDITIONAL $ 199,396.73 116.9935% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 199,417.98 117.0060% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 225,331.48 132.2104% ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1917625 |( 3 ) 35-2064912 |BAKER & SCHULTZ, INC. |MILESTONE CONTRACTORS, L.P. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 4000.00000 4000.00| 8600.00000 8600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2050.00000 12300.00| 1450.00000 8700.00| 1250.00000 7500.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 7000.00000 7000.00| 9750.00000 9750.00| 9440.00000 9440.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10675.00000 10675.00| 1500.00000 1500.00| 14000.00000 14000.00 CLEARING RIGHT OF WAY | | | 0007 202-74045 4.000 EACH | 20.00000 80.00| 195.00000 780.00| 150.00000 600.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0008 203-02000 258.000 m3 | 13.00000 3354.00| 47.00000 12126.00| 27.00000 6966.00 EXCAVATION, COMMON | | | 0009 203-02070 100.000 m3 | 13.00000 1300.00| 25.00000 2500.00| 6.00000 600.00 BORROW | | | 0010 205-03371 10.000 m3 | 15.00000 150.00| 62.00000 620.00| 1.00000 10.00 SEDIMENT REMOVE | | | 0011 205-06931 15.000 Mg | 25.00000 375.00| 65.00000 975.00| 35.00000 525.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 7.000 Mg | 25.00000 175.00| 80.00000 560.00| 50.00000 350.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,388.10 ROUTE : 36 CALL ORDER : 261 CONTRACT ID : R -27791-A COUNTIES : RANDOLPH LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1917625 |( 3 ) 35-2064912 |BAKER & SCHULTZ, INC. |MILESTONE CONTRACTORS, L.P. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06937 57.000 m | 12.50000 712.50| 6.00000 342.00| 15.00000 855.00 TEMPORARY SILT FENCE | | | 0014 207-07502 528.000 m2 | 10.00000 5280.00| 6.00000 3168.00| 8.50000 4488.00 SUBGRADE TREATMENT, TYPE D | | | 0015 211-07454 119.000 m3 | 21.00000 2499.00| 35.00000 4165.00| 32.00000 3808.00 STRUCTURE BACKFILL | | | 0016 301-07448 358.000 Mg | 21.00000 7518.00| 25.00000 8950.00| 27.00000 9666.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 304-07490 63.000 Mg | 94.00000 5922.00| 81.00000 5103.00| 95.00000 5985.00 HMA PATCHING, TYPE B | | | 0018 306-08034 998.000 m2 | 4.80000 4790.40| 6.00000 5988.00| 5.25000 5239.50 MILLING, ASPHALT, 38 mm | | | 0019 402-07433 137.000 Mg | 73.00000 10001.00| 87.00000 11919.00| 75.00000 10275.00 HMA SURFACE, TYPE B | | | 0020 402-07441 118.000 Mg | 71.00000 8378.00| 84.00000 9912.00| 72.00000 8496.00 HMA BASE, TYPE B | | | 0021 405-05518 438.000 m2 | 0.01000 4.38| 1.25000 547.50| 0.01000 4.38 ASPHALT FOR PRIME COAT | | | 0022 406-05521 1526.000 m2 | 1.00000 1526.00| 0.08000 122.08| 1.10000 1678.60 ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH | 2380.00000 4760.00| 2570.00000 5140.00| 2400.00000 4800.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH | 2150.00000 8600.00| 2235.00000 8940.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH | 1100.00000 1100.00| 1077.00000 1077.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 99.000 m | 44.00000 4356.00| 48.00000 4752.00| 44.00000 4356.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 616-02320 197.000 m2 | 2.75000 541.75| 2.20000 433.40| 6.25000 1231.25 GEOTEXTILES | | | 0028 616-05688 13.000 Mg | 32.00000 416.00| 55.00000 715.00| 35.00000 455.00 RIPRAP, CLASS 1 | | | 0029 616-06405 97.000 Mg | 25.00000 2425.00| 35.00000 3395.00| 28.00000 2716.00 RIPRAP, REVETMENT | | | 0030 621-06548 2.000 kg | 55.00000 110.00| 84.00000 168.00| 100.00000 200.00 SEED MIXTURE, CV | | | 0031 621-06559 1491.000 m2 | 0.72000 1073.52| 0.80000 1192.80| 1.00000 1491.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,388.10 ROUTE : 36 CALL ORDER : 261 CONTRACT ID : R -27791-A COUNTIES : RANDOLPH LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1917625 |( 3 ) 35-2064912 |BAKER & SCHULTZ, INC. |MILESTONE CONTRACTORS, L.P. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 621-06574 163.000 m2 | 15.12000 2464.56| 6.60000 1075.80| 7.00000 1141.00 SODDING | | | 0033 622-98200 4.000 EACH | 25.00000 100.00| 32.00000 128.00| 32.00000 128.00 SIGN, DO NOT DISTURB | | | 0034 714-06056 21.000 m | 2400.00000 50400.00| 3166.00000 66486.00| 2520.00000 52920.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0035 715-05048 15.000 m | 20.00000 300.00| 33.00000 495.00| 15.00000 225.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0036 715-05049 15.000 m | 20.00000 300.00| 38.00000 570.00| 17.00000 255.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0037 715-05051 15.000 m | 25.00000 375.00| 48.00000 720.00| 19.00000 285.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0038 715-05052 15.000 m | 25.00000 375.00| 56.00000 840.00| 21.00000 315.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0039 715-05115 10.000 m | 20.00000 200.00| 33.00000 330.00| 16.00000 160.00 PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0040 715-05116 10.000 m | 20.00000 200.00| 38.00000 380.00| 18.00000 180.00 PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0041 715-05117 10.000 m | 25.00000 250.00| 48.00000 480.00| 20.00000 200.00 PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0042 715-05118 10.000 m | 25.00000 250.00| 53.00000 530.00| 22.00000 220.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0043 801-04308 2.000 EACH | 145.00000 290.00| 152.00000 304.00| 250.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 18.000 EACH | 60.00000 1080.00| 63.00000 1134.00| 65.00000 1170.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 12.000 EACH | 90.00000 1080.00| 95.00000 1140.00| 100.00000 1200.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH | 25.00000 50.00| 27.00000 54.00| 25.00000 50.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP | 1100.00000 1100.00| 3500.00000 3500.00| 13250.00000 13250.00 MAINTAINING TRAFFIC | | | 0048 801-07118 20.000 m | 22.00000 440.00| 23.00000 460.00| 22.00000 440.00 BARRICADE, III-A | | | 0049 808-06703 302.000 m | 0.97000 292.94| 1.02000 308.04| 1.00000 302.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0050 808-75240 38.000 m | 11.00000 418.00| 11.50000 437.00| 11.00000 418.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 261 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,388.10 ROUTE : 36 CALL ORDER : 261 CONTRACT ID : R -27791-A COUNTIES : RANDOLPH LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1917625 |( 3 ) 35-2064912 |BAKER & SCHULTZ, INC. |MILESTONE CONTRACTORS, L.P. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-75996 6.000 EACH | 24.00000 144.00| 25.00000 150.00| 50.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 6.000 EACH | 100.00000 600.00| 105.00000 630.00| 100.00000 600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 621-01004 1.000 EACH | 800.00000 800.00| 720.00000 720.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 170,434.05| $ 198,414.62| $ 199,396.73 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 170,434.05| $ 198,414.62| $ 199,396.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 261 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,388.10 ROUTE : 36 CALL ORDER : 261 CONTRACT ID : R -27791-A COUNTIES : RANDOLPH LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1618530 |( ) |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 2250.00000 2250.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1000.00000 6000.00| 1200.00000 7200.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 10250.00000 10250.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 4250.00000 4250.00| 2000.00000 2000.00| CLEARING RIGHT OF WAY | | | 0007 202-74045 4.000 EACH | 50.00000 200.00| 50.00000 200.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0008 203-02000 258.000 m3 | 16.00000 4128.00| 35.00000 9030.00| EXCAVATION, COMMON | | | 0009 203-02070 100.000 m3 | 15.00000 1500.00| 30.00000 3000.00| BORROW | | | 0010 205-03371 10.000 m3 | 12.00000 120.00| 45.00000 450.00| SEDIMENT REMOVE | | | 0011 205-06931 15.000 Mg | 30.00000 450.00| 45.00000 675.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 7.000 Mg | 25.00000 175.00| 46.74000 327.18| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 57.000 m | 6.75000 384.75| 5.40000 307.80| TEMPORARY SILT FENCE | | | 0014 207-07502 528.000 m2 | 7.50000 3960.00| 14.00000 7392.00| SUBGRADE TREATMENT, TYPE D | | | 0015 211-07454 119.000 m3 | 35.00000 4165.00| 50.00000 5950.00| STRUCTURE BACKFILL | | | 0016 301-07448 358.000 Mg | 22.00000 7876.00| 30.00000 10740.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 304-07490 63.000 Mg | 100.00000 6300.00| 120.00000 7560.00| HMA PATCHING, TYPE B | | | 0018 306-08034 998.000 m2 | 6.50000 6487.00| 6.00000 5988.00| MILLING, ASPHALT, 38 mm | | | 0019 402-07433 137.000 Mg | 77.50000 10617.50| 72.24000 9896.88| HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 261 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,388.10 ROUTE : 36 CALL ORDER : 261 CONTRACT ID : R -27791-A COUNTIES : RANDOLPH LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1618530 |( ) |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07441 118.000 Mg | 77.50000 9145.00| 70.51000 8320.18| HMA BASE, TYPE B | | | 0021 405-05518 438.000 m2 | 0.01000 4.38| 0.01000 4.38| ASPHALT FOR PRIME COAT | | | 0022 406-05521 1526.000 m2 | 1.10000 1678.60| 1.00000 1526.00| ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH | 2450.00000 4900.00| 2380.00000 4760.00| GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH | 2350.00000 9400.00| 2150.00000 8600.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH | 1110.00000 1110.00| 1100.00000 1100.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 99.000 m | 50.00000 4950.00| 44.00000 4356.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 616-02320 197.000 m2 | 3.00000 591.00| 4.00000 788.00| GEOTEXTILES | | | 0028 616-05688 13.000 Mg | 35.00000 455.00| 60.00000 780.00| RIPRAP, CLASS 1 | | | 0029 616-06405 97.000 Mg | 25.00000 2425.00| 40.00000 3880.00| RIPRAP, REVETMENT | | | 0030 621-06548 2.000 kg | 85.00000 170.00| 80.00000 160.00| SEED MIXTURE, CV | | | 0031 621-06559 1491.000 m2 | 1.00000 1491.00| 0.77000 1148.07| MULCHED SEEDING, R | | | 0032 621-06574 163.000 m2 | 6.75000 1100.25| 6.35000 1035.05| SODDING | | | 0033 622-98200 4.000 EACH | 24.00000 96.00| 31.00000 124.00| SIGN, DO NOT DISTURB | | | 0034 714-06056 21.000 m | 3900.00000 81900.00| 4250.00000 89250.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0035 715-05048 15.000 m | 25.00000 375.00| 60.00000 900.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0036 715-05049 15.000 m | 27.50000 412.50| 65.00000 975.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0037 715-05051 15.000 m | 32.50000 487.50| 75.00000 1125.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0038 715-05052 15.000 m | 37.50000 562.50| 80.00000 1200.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 261 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,388.10 ROUTE : 36 CALL ORDER : 261 CONTRACT ID : R -27791-A COUNTIES : RANDOLPH LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1618530 |( ) |ERBER & MILLIGAN CONSTR. CO. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 715-05115 10.000 m | 7.50000 75.00| 62.00000 620.00| PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0040 715-05116 10.000 m | 10.00000 100.00| 67.00000 670.00| PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0041 715-05117 10.000 m | 15.00000 150.00| 77.00000 770.00| PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0042 715-05118 10.000 m | 25.00000 250.00| 83.00000 830.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0043 801-04308 2.000 EACH | 200.00000 400.00| 145.00000 290.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 18.000 EACH | 75.00000 1350.00| 60.00000 1080.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 12.000 EACH | 110.00000 1320.00| 90.00000 1080.00| CONSTRUCTION SIGN, A | | | 0046 801-06645 2.000 EACH | 27.50000 55.00| 25.00000 50.00| CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP | 2750.00000 2750.00| 1900.00000 1900.00| MAINTAINING TRAFFIC | | | 0048 801-07118 20.000 m | 25.00000 500.00| 22.00000 440.00| BARRICADE, III-A | | | 0049 808-06703 302.000 m | 1.50000 453.00| 0.97000 292.94| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0050 808-75240 38.000 m | 12.00000 456.00| 11.00000 418.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0051 808-75996 6.000 EACH | 15.00000 90.00| 40.00000 240.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 6.000 EACH | 100.00000 600.00| 100.00000 600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 621-01004 1.000 EACH | 500.00000 500.00| 800.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 199,417.98| $ 225,331.48| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 199,417.98| $ 225,331.48| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,929.07 ROUTE : 31 CALL ORDER : 271 CONTRACT ID : R -27796-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 776,623.45 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 857,115.38 110.3643% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 893,997.28 115.1134% 4 35-1489621 HRP CONSTRUCTION, INC. $ 963,879.44 124.1116% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 1,041,707.27 134.1329% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1582109 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 6500.00000 6500.00| 19000.00000 19000.00| 6908.38000 6908.38 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1100.00000 6600.00| 1500.00000 9000.00| 2453.53000 14721.18 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 33300.00000 33300.00| 42000.00000 42000.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 16240.00000 16240.00| 17000.00000 17000.00| 2420.07000 2420.07 CLEARING RIGHT OF WAY | | | 0007 202-02241 100.000 LFT | 8.00000 800.00| 8.00000 800.00| 2.30000 230.00 GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH | 30000.00000 30000.00| 12000.00000 12000.00| 6000.00000 6000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-02286 1.000 EACH | 30333.00000 30333.00| 12000.00000 12000.00| 7250.00000 7250.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 203-02000 2213.000 CYS | 12.50000 27662.50| 17.50000 38727.50| 8.80000 19474.40 EXCAVATION, COMMON | | | 0011 203-02070 1673.000 CYS | 3.00000 5019.00| 20.00000 33460.00| 18.00000 30114.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,929.07 ROUTE : 31 CALL ORDER : 271 CONTRACT ID : R -27796-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1582109 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06932 40.000 LFT | 6.50000 260.00| 6.50000 260.00| 6.50000 260.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06936 252.000 TON | 15.00000 3780.00| 50.00000 12600.00| 40.00000 10080.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 1245.000 LFT | 1.40000 1743.00| 1.40000 1743.00| 1.40000 1743.00 TEMPORARY SILT FENCE | | | 0016 207-08263 3822.000 SYS | 5.00000 19110.00| 4.75000 18154.50| 3.00000 11466.00 SUBGRADE TREATMENT, TYPE IA | | | 0017 211-07454 551.000 CYS | 25.00000 13775.00| 34.00000 18734.00| 20.00000 11020.00 STRUCTURE BACKFILL | | | 0018 213-04324 146.000 CYS | 85.00000 12410.00| 45.00000 6570.00| 140.00000 20440.00 FLOWABLE FILL | | | 0019 301-07448 675.000 TON | 19.50000 13162.50| 20.00000 13500.00| 17.00000 11475.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-01180 645.000 TON | 19.50000 12577.50| 20.00000 12900.00| 17.00000 10965.00 COMPACTED AGGREGATE, NO. 53 | | | 0021 306-08032 800.000 SYS | 10.00000 8000.00| 3.00000 2400.00| 5.00000 4000.00 MILLING, TRANSITION | | | 0022 306-08033 511.000 SYS | 7.50000 3832.50| 3.00000 1533.00| 2.50000 1277.50 MILLING, ASPHALT, 1 IN. | | | 0023 306-08036 467.000 SYS | 10.00000 4670.00| 3.00000 1401.00| 3.50000 1634.50 MILLING, ASPHALT, 2 IN. | | | 0024 402-07432 9.000 TON | 47.00000 423.00| 85.00000 765.00| 47.00000 423.00 HMA SURFACE, TYPE A | | | 0025 402-07433 776.000 TON | 47.00000 36472.00| 25.00000 19400.00| 47.00000 36472.00 HMA SURFACE, TYPE B | | | 0026 402-07435 14.000 TON | 39.00000 546.00| 100.00000 1400.00| 39.00000 546.00 HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 755.000 TON | 39.00000 29445.00| 44.00000 33220.00| 39.00000 29445.00 HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 700.000 TON | 38.50000 26950.00| 53.00000 37100.00| 38.50000 26950.00 HMA BASE, TYPE B | | | 0029 404-05511 1925.000 SYS | 0.20000 385.00| 0.03000 57.75| 0.20000 385.00 SEAL COAT, 2 | | | 0030 405-05518 1993.000 SYS | 0.01000 19.93| 0.03000 59.79| 0.01000 19.93 ASPHALT FOR PRIME COAT | | | 0031 406-05521 12076.000 SYS | 0.01000 120.76| 0.03000 362.28| 0.01000 120.76 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,929.07 ROUTE : 31 CALL ORDER : 271 CONTRACT ID : R -27796-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1582109 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-01740 1.000 EACH | 1700.00000 1700.00| 1810.00000 1810.00| 1810.00000 1810.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0034 601-06854 4.000 EACH | 2100.00000 8400.00| 2800.00000 11200.00| 2435.00000 9740.00 GUARDRAIL, W-BEAM, NESTED | | | 0035 601-94689 7.000 EACH | 2200.00000 15400.00| 2090.00000 14630.00| 2090.00000 14630.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-97774 1.000 EACH | 1100.00000 1100.00| 1000.00000 1000.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-99105 975.000 LFT | 13.00000 12675.00| 13.95000 13601.25| 13.95000 13601.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 603-06060 617.000 LFT | 6.65000 4103.05| 5.90000 3640.30| 5.90000 3640.30 FENCE, FARM FIELD, RESET | | | 0039 611-06497 1.000 EACH | 170.00000 170.00| 165.00000 165.00| 165.00000 165.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 15.000 EACH | 120.00000 1800.00| 102.00000 1530.00| 102.00000 1530.00 RIGHT OF WAY MARKER | | | 0041 615-06505 9.000 EACH | 400.00000 3600.00| 485.00000 4365.00| 485.00000 4365.00 MONUMENT, B | | | 0042 616-02320 701.000 SYS | 4.50000 3154.50| 8.00000 5608.00| 2.00000 1402.00 GEOTEXTILES | | | 0043 616-05688 2179.000 TON | 37.80000 82366.20| 55.00000 119845.00| 65.00000 141635.00 RIPRAP, CLASS 1 | | | 0044 621-01004 4.000 EACH | 325.00000 1300.00| 325.00000 1300.00| 325.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02770 111.000 SYS | 3.86000 428.46| 3.86000 428.46| 3.86000 428.46 EROSION CONTROL BLANKET | | | 0046 621-06559 8680.000 SYS | 0.32000 2777.60| 0.32000 2777.60| 0.32000 2777.60 MULCHED SEEDING, R | | | 0047 621-06564 170.000 SYS | 1.64000 278.80| 1.64000 278.80| 1.64000 278.80 MULCHED SEEDING, CV | | | 0048 621-06567 3.000 MG | 2.00000 6.00| 2.00000 6.00| 2.00000 6.00 WATER | | | 0049 621-06574 575.000 SYS | 4.52000 2599.00| 4.52000 2599.00| 4.52000 2599.00 SODDING | | | 0050 621-06575 180.000 SYS | 4.52000 813.60| 4.52000 813.60| 4.52000 813.60 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 271 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,929.07 ROUTE : 31 CALL ORDER : 271 CONTRACT ID : R -27796-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1582109 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-05051 25.000 LFT | 39.00000 975.00| 28.00000 700.00| 35.00000 875.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0053 715-05169 190.000 LFT | 35.00000 6650.00| 25.50000 4845.00| 28.00000 5320.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0054 715-46005 7.000 EACH | 230.00000 1610.00| 255.00000 1785.00| 320.00000 2240.00 PIPE END SECTION, 15 IN. | | | 0055 720-45005 1.000 EACH | 1940.00000 1940.00| 1400.00000 1400.00| 1600.00000 1600.00 INLET, A2 | | | 0056 723-06660 138.000 SYS | 400.00000 55200.00| 300.00000 41400.00| 470.00000 64860.00 WINGWALL | | | 0057 723-07020 52.000 LFT | 1725.00000 89700.00| 1600.00000 83200.00| 2625.00000 136500.00 STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 120 IN. | | | 0058 723-08259 80.000 LFT | 1400.00000 112000.00| 1600.00000 128000.00| 1950.00000 156000.00 STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | X 108 IN. | | | 0059 801-04308 8.000 EACH | 220.00000 1760.00| 220.00000 1760.00| 220.00000 1760.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 56.000 EACH | 65.00000 3640.00| 65.00000 3640.00| 65.00000 3640.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 18.000 EACH | 70.00000 1260.00| 70.00000 1260.00| 70.00000 1260.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 4.000 EACH | 40.00000 160.00| 40.00000 160.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP | 7700.00000 7700.00| 30000.00000 30000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0064 801-07118 192.000 LFT | 10.00000 1920.00| 10.00000 1920.00| 10.00000 1920.00 BARRICADE, III-A | | | 0065 801-07119 192.000 LFT | 10.00000 1920.00| 10.00000 1920.00| 10.00000 1920.00 BARRICADE, III-B | | | 0066 808-06703 3910.000 LFT | 0.45000 1759.50| 0.45000 1759.50| 0.45000 1759.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-75240 489.000 LFT | 0.45000 220.05| 0.45000 220.05| 0.45000 220.05 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0068 808-75998 22.000 EACH | 59.00000 1298.00| 59.00000 1298.00| 59.00000 1298.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 776,623.45| $ 857,115.38| $ 893,997.28 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 776,623.45| $ 857,115.38| $ 893,997.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 271 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,929.07 ROUTE : 31 CALL ORDER : 271 CONTRACT ID : R -27796-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1339168 |( ) |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 7447.08000 7447.08| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| 1898.43000 11390.58| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 47000.00000 47000.00| 52084.11000 52084.11| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 18800.00000 18800.00| 5997.24000 5997.24| CLEARING RIGHT OF WAY | | | 0007 202-02241 100.000 LFT | 24.00000 2400.00| 8.42000 842.00| GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH | 46500.00000 46500.00| 24896.70000 24896.70| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-02286 1.000 EACH | 46500.00000 46500.00| 27952.32000 27952.32| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 203-02000 2213.000 CYS | 8.00000 17704.00| 16.28000 36027.64| EXCAVATION, COMMON | | | 0011 203-02070 1673.000 CYS | 6.00000 10038.00| 17.76000 29712.48| BORROW | | | 0012 205-06932 40.000 LFT | 6.50000 260.00| 6.50000 260.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06936 252.000 TON | 15.00000 3780.00| 51.14000 12887.28| TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 1245.000 LFT | 1.40000 1743.00| 1.40000 1743.00| TEMPORARY SILT FENCE | | | 0016 207-08263 3822.000 SYS | 3.00000 11466.00| 17.28000 66044.16| SUBGRADE TREATMENT, TYPE IA | | | 0017 211-07454 551.000 CYS | 8.00000 4408.00| 21.88000 12055.88| STRUCTURE BACKFILL | | | 0018 213-04324 146.000 CYS | 130.00000 18980.00| 68.06000 9936.76| FLOWABLE FILL | | | 0019 301-07448 675.000 TON | 24.00000 16200.00| 19.18000 12946.50| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 271 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,929.07 ROUTE : 31 CALL ORDER : 271 CONTRACT ID : R -27796-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1339168 |( ) |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 303-01180 645.000 TON | 24.00000 15480.00| 19.18000 12371.10| COMPACTED AGGREGATE, NO. 53 | | | 0021 306-08032 800.000 SYS | 1.25000 1000.00| 8.00000 6400.00| MILLING, TRANSITION | | | 0022 306-08033 511.000 SYS | 1.25000 638.75| 7.12000 3638.32| MILLING, ASPHALT, 1 IN. | | | 0023 306-08036 467.000 SYS | 1.25000 583.75| 7.42000 3465.14| MILLING, ASPHALT, 2 IN. | | | 0024 402-07432 9.000 TON | 47.00000 423.00| 47.00000 423.00| HMA SURFACE, TYPE A | | | 0025 402-07433 776.000 TON | 47.00000 36472.00| 47.00000 36472.00| HMA SURFACE, TYPE B | | | 0026 402-07435 14.000 TON | 39.00000 546.00| 39.00000 546.00| HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 755.000 TON | 39.00000 29445.00| 39.00000 29445.00| HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 700.000 TON | 38.50000 26950.00| 38.50000 26950.00| HMA BASE, TYPE B | | | 0029 404-05511 1925.000 SYS | 0.20000 385.00| 0.20000 385.00| SEAL COAT, 2 | | | 0030 405-05518 1993.000 SYS | 0.01000 19.93| 0.01000 19.93| ASPHALT FOR PRIME COAT | | | 0031 406-05521 12076.000 SYS | 0.01000 120.76| 0.01000 120.76| ASPHALT FOR TACK COAT | | | 0032 601-01740 1.000 EACH | 1810.00000 1810.00| 1810.00000 1810.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0034 601-06854 4.000 EACH | 2435.00000 9740.00| 2435.00000 9740.00| GUARDRAIL, W-BEAM, NESTED | | | 0035 601-94689 7.000 EACH | 2090.00000 14630.00| 2090.00000 14630.00| GUARDRAIL END TREATMENT, OS | | | 0036 601-97774 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-99105 975.000 LFT | 13.95000 13601.25| 13.95000 13601.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 603-06060 617.000 LFT | 5.90000 3640.30| 5.90000 3640.30| FENCE, FARM FIELD, RESET | | | 0039 611-06497 1.000 EACH | 165.00000 165.00| 165.00000 165.00| MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 271 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,929.07 ROUTE : 31 CALL ORDER : 271 CONTRACT ID : R -27796-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1339168 |( ) |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 615-06490 15.000 EACH | 102.00000 1530.00| 102.00000 1530.00| RIGHT OF WAY MARKER | | | 0041 615-06505 9.000 EACH | 485.00000 4365.00| 485.00000 4365.00| MONUMENT, B | | | 0042 616-02320 701.000 SYS | 2.00000 1402.00| 6.18000 4332.18| GEOTEXTILES | | | 0043 616-05688 2179.000 TON | 52.00000 113308.00| 43.04000 93784.16| RIPRAP, CLASS 1 | | | 0044 621-01004 4.000 EACH | 325.00000 1300.00| 325.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02770 111.000 SYS | 3.86000 428.46| 3.86000 428.46| EROSION CONTROL BLANKET | | | 0046 621-06559 8680.000 SYS | 0.32000 2777.60| 0.32000 2777.60| MULCHED SEEDING, R | | | 0047 621-06564 170.000 SYS | 1.64000 278.80| 1.64000 278.80| MULCHED SEEDING, CV | | | 0048 621-06567 3.000 MG | 2.00000 6.00| 2.00000 6.00| WATER | | | 0049 621-06574 575.000 SYS | 4.52000 2599.00| 6.61000 3800.75| SODDING | | | 0050 621-06575 180.000 SYS | 4.52000 813.60| 4.52000 813.60| SODDING, NURSERY | | | 0052 715-05051 25.000 LFT | 17.00000 425.00| 24.84000 621.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0053 715-05169 190.000 LFT | 20.00000 3800.00| 23.44000 4453.60| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0054 715-46005 7.000 EACH | 300.00000 2100.00| 300.52000 2103.64| PIPE END SECTION, 15 IN. | | | 0055 720-45005 1.000 EACH | 2000.00000 2000.00| 1191.80000 1191.80| INLET, A2 | | | 0056 723-06660 138.000 SYS | 600.00000 82800.00| 1022.24000 141069.12| WINGWALL | | | 0057 723-07020 52.000 LFT | 2300.00000 119600.00| 2544.03000 132289.56| STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 120 IN. | | | 0058 723-08259 80.000 LFT | 2300.00000 184000.00| 1898.48000 151878.40| STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | X 108 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 271 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 887,929.07 ROUTE : 31 CALL ORDER : 271 CONTRACT ID : R -27796-A COUNTIES : MARSHALL LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1339168 |( ) |HRP CONSTRUCTION, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 801-04308 8.000 EACH | 165.00000 1320.00| 220.00000 1760.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 56.000 EACH | 62.50000 3500.00| 65.00000 3640.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 18.000 EACH | 67.50000 1215.00| 70.00000 1260.00| CONSTRUCTION SIGN, A | | | 0062 801-06645 4.000 EACH | 37.50000 150.00| 40.00000 160.00| CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP | 4470.57000 4470.57| 3597.52000 3597.52| MAINTAINING TRAFFIC | | | 0064 801-07118 192.000 LFT | 9.88000 1896.96| 10.00000 1920.00| BARRICADE, III-A | | | 0065 801-07119 192.000 LFT | 9.88000 1896.96| 10.00000 1920.00| BARRICADE, III-B | | | 0066 808-06703 3910.000 LFT | 0.37000 1446.70| 0.45000 1759.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-75240 489.000 LFT | 0.45000 220.05| 0.45000 220.05| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0068 808-75998 22.000 EACH | 59.00000 1298.00| 59.00000 1298.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 963,879.44| $ 1,041,707.27| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 963,879.44| $ 1,041,707.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 287,802.00 ROUTE : CALL ORDER : 291 CONTRACT ID : R -27880-A COUNTIES : LAWRENCE LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. REJECTED $ 249,202.00 100.0000% 2 54-1342714 TRI COUNTY BUILDERS CO $ 376,025.00 150.8916% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,147.00 ROUTE : 64 CALL ORDER : 301 CONTRACT ID : R -27964-A COUNTIES : VANDERBURGH LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 02-0657824 F D JACOBI SODDING SERVICE INC. $ 82,916.00 100.0000% 2 34-1572955 DEITERING LANDSCAPING, INC. $ 131,512.00 158.6087% ==================================================================================================================================== |( 1 ) 02-0657824 |( 2 ) 34-1572955 |( ) |F D JACOBI SODDING SERVICE I |DEITERING LANDSCAPING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LANDSCAPE | | | 0001 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0002 110-01001 LUMP | 1250.00000 1250.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 622-05627 32.000 EACH | 365.00000 11680.00| 550.00000 17600.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 96 IN. PA | | | 0004 622-05640 207.000 EACH | 45.00000 9315.00| 85.00000 17595.00| PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. WF | | | 0005 622-05641 373.000 EACH | 80.00000 29840.00| 92.00000 34316.00| PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. AA,EA,FI | | | 0006 622-05651 65.000 EACH | 455.00000 29575.00| 800.00000 52000.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. AR,QA,AS | | | 0007 801-06775 LUMP | 1255.00000 1255.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 82,916.00| $ 131,512.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 82,916.00| $ 131,512.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,807.31 ROUTE : US 20 CALL ORDER : 421 CONTRACT ID : RS-27121-A COUNTIES : PORTER LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 1,925,421.30 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,101,358.64 109.1376% 3 35-1035700 BUCKO CONSTRUCTION $ 2,308,998.83 119.9217% ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1035700 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 16000.00000 16000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1750.00000 10500.00| 3723.00000 22338.00| 3000.00000 18000.00 FIELD OFFICE, B | | | 0003 105-07577 6.000 MOS | 450.00000 2700.00| 577.00000 3462.00| 175.00000 1050.00 CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 95000.00000 95000.00| 105000.00000 105000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-05821 3.000 STA | 1000.00000 3000.00| 1000.00000 3000.00| 1000.00000 3000.00 CLEARING AND GRUBBING | | | 0008 202-02272 40.000 LFT | 9.00000 360.00| 13.85000 554.00| 20.00000 800.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-02278 675.000 LFT | 5.00000 3375.00| 2.60000 1755.00| 3.25000 2193.75 CURB, CONCRETE, REMOVE | | | 0010 202-60815 1697.000 LFT | 5.00000 8485.00| 3.15000 5345.55| 4.75000 8060.75 CENTER CURB, REMOVE | | | 0011 202-93135 LUMP | 800.00000 800.00| 2659.00000 2659.00| 2500.00000 2500.00 RAILROAD CROSSING, REMOVE | | | 0012 202-93741 4.000 EACH | 130.00000 520.00| 140.00000 560.00| 130.00000 520.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 202-98488 4.000 EACH | 100.00000 400.00| 260.00000 1040.00| 200.00000 800.00 PIPE END SECTION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,807.31 ROUTE : US 20 CALL ORDER : 421 CONTRACT ID : RS-27121-A COUNTIES : PORTER LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1035700 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02000 6810.000 CYS | 15.00000 102150.00| 17.55000 119515.50| 17.70000 120537.00 EXCAVATION, COMMON | | | 0015 205-06932 37.500 LFT | 27.50000 1031.25| 29.60000 1110.00| 15.00000 562.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06937 450.000 LFT | 1.96000 882.00| 2.10000 945.00| 2.50000 1125.00 TEMPORARY SILT FENCE | | | 0017 207-07503 13537.000 SYS | 0.50000 6768.50| 0.35000 4737.95| 2.20000 29781.40 SUBGRADE TREATMENT, TYPE E | | | 0018 301-07448 3394.000 TON | 8.00000 27152.00| 10.00000 33940.00| 14.75000 50061.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 1149.500 TON | 16.00000 18392.00| 23.95000 27530.53| 18.75000 21553.13 COMPACTED AGGREGATE, NO. 73 | | | 0020 304-07491 398.000 TON | 95.00000 37810.00| 115.05000 45789.90| 75.00000 29850.00 HMA PATCHING, TYPE C | | | 0021 306-08033 88128.000 SYS | 0.45000 39657.60| 0.60000 52876.80| 0.75000 66096.00 MILLING, ASPHALT, 1 IN. | | | 0022 306-08034 28378.000 SYS | 0.48000 13621.44| 0.75000 21283.50| 1.10000 31215.80 MILLING, ASPHALT, 1 1/2 IN. | | | 0023 306-08039 7223.000 SYS | 0.75000 5417.25| 3.40000 24558.20| 5.30000 38281.90 MILLING, ASPHALT REMOVAL | | | 0024 306-08043 6647.000 SYS | 1.50000 9970.50| 5.65000 37555.55| 5.45000 36226.15 MILLING, TRANSITION | | | 0025 401-06264 LUMP | 3500.00000 3500.00| 4520.00000 4520.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0026 401-07334 10990.000 TON | 46.00000 505540.00| 45.00000 494550.00| 52.30000 574777.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm --SMA | | | 0027 401-07385 7612.000 TON | 33.00000 251196.00| 35.85000 272890.20| 37.05000 282024.60 QC/QA-HMA, 3, 76, INTERMEDIATE, 12.5 mm | | | 0028 401-07418 10675.000 TON | 30.00000 320250.00| 32.65000 348538.75| 35.35000 377361.25 QC/QA-HMA, 3, 76, BASE, 25.0 MM | | | 0029 406-05520 38.750 TON | 350.00000 13562.50| 148.75000 5764.06| 570.00000 22087.50 ASPHALT FOR TACK COAT | | | 0030 601-94689 4.000 EACH | 2876.88000 11507.52| 2800.00000 11200.00| 2600.00000 10400.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 2.000 EACH | 1025.00000 2050.00| 1100.00000 2200.00| 1025.00000 2050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 605-06120 2950.000 LFT | 17.00000 50150.00| 12.50000 36875.00| 15.35000 45282.50 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,807.31 ROUTE : US 20 CALL ORDER : 421 CONTRACT ID : RS-27121-A COUNTIES : PORTER LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1035700 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 605-06250 740.000 SYS | 170.00000 125800.00| 52.00000 38480.00| 83.00000 61420.00 CENTER CURB, C, CONCRETE | | | 0034 605-94811 5.000 EACH | 500.00000 2500.00| 833.00000 4165.00| 195.00000 975.00 CURB TURNOUT | | | 0035 610-07488 2071.000 TON | 50.00000 103550.00| 75.00000 155325.00| 60.40000 125088.40 HMA FOR APPROACHES, TYPE C | | | 0036 611-06497 1.000 EACH | 75.00000 75.00| 185.00000 185.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-95023 9.000 EACH | 50.00000 450.00| 65.60000 590.40| 125.00000 1125.00 MAILBOX ASSEMBLY, RESET | | | 0038 621-06575 3411.000 SYS | 3.75000 12791.25| 8.50000 28993.50| 8.00000 27288.00 SODDING, NURSERY | | | 0039 715-05119 17.500 LFT | 60.00000 1050.00| 53.00000 927.50| 90.00000 1575.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0040 715-05151 173.000 LFT | 40.00000 6920.00| 39.00000 6747.00| 24.80000 4290.40 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0041 715-05169 108.000 LFT | 50.00000 5400.00| 39.00000 4212.00| 26.50000 2862.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0042 715-46005 4.000 EACH | 300.00000 1200.00| 612.00000 2448.00| 220.00000 880.00 PIPE END SECTION, 15 IN. | | | 0043 720-44000 6.000 EACH | 250.00000 1500.00| 306.00000 1836.00| 250.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0044 720-45005 1.000 EACH | 1000.00000 1000.00| 1077.00000 1077.00| 1330.00000 1330.00 INLET, A2 | | | 0045 720-90984 1.000 EACH | 2000.00000 2000.00| 1077.00000 1077.00| 1600.00000 1600.00 MANHOLE, C2 | | | 0046 801-06207 12550.000 LFT | 0.88000 11044.00| 1.20000 15060.00| 0.80000 10040.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0047 801-06640 40.000 EACH | 72.00000 2880.00| 77.45000 3098.00| 78.00000 3120.00 CONSTRUCTION SIGN, A | | | 0048 801-06710 100.000 DAY | 12.00000 1200.00| 12.90000 1290.00| 12.00000 1200.00 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP | 29000.00000 29000.00| 55650.00000 55650.00| 56700.00000 56700.00 MAINTAINING TRAFFIC | | | 0050 802-05701 216.000 LFT | 11.00000 2376.00| 9.25000 1998.00| 12.50000 2700.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0051 802-07060 1.000 EACH | 105.00000 105.00| 139.00000 139.00| 150.00000 150.00 SIGN, SHEET, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,807.31 ROUTE : US 20 CALL ORDER : 421 CONTRACT ID : RS-27121-A COUNTIES : PORTER LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1035700 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 802-76025 8.000 SFT | 14.00000 112.00| 89.50000 716.00| 14.50000 116.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0053 804-06771 16.000 EACH | 53.00000 848.00| 26.85000 429.60| 25.00000 400.00 DELINEATOR POST, FLEXIBLE | | | 0054 805-02503 2212.000 LFT | 0.22000 486.64| 0.25000 553.00| 0.50000 1106.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0055 805-78795 867.000 LFT | 8.40000 7282.80| 9.05000 7846.35| 8.00000 6936.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0057 808-75260 450.000 LFT | 1.75000 787.50| 1.70000 765.00| 1.56000 702.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0059 808-75278 125.000 LFT | 1.75000 218.75| 1.70000 212.50| 1.56000 195.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0060 808-75297 250.000 LFT | 3.50000 875.00| 3.35000 837.50| 3.12000 780.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75320 8.000 EACH | 76.10000 608.80| 59.15000 473.20| 55.00000 440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0062 808-75325 4.000 EACH | 110.10000 440.40| 85.50000 342.00| 79.50000 318.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0063 808-75996 762.000 EACH | 2.50000 1905.00| 4.00000 3048.00| 3.75000 2857.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 784.000 EACH | 18.00000 14112.00| 19.65000 15405.60| 18.25000 14308.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 805-01842 4.000 EACH | 565.00000 2260.00| 608.00000 2432.00| 780.00000 3120.00 HANDHOLE, SIGNAL | | | 0066 805-01844 930.000 LFT | 11.00000 10230.00| 11.85000 11020.50| 18.40000 17112.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0067 805-78510 950.000 LFT | 0.90000 855.00| 0.95000 902.50| 1.50000 1425.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0068 805-78785 4.000 EACH | 455.00000 1820.00| 490.00000 1960.00| 480.00000 1920.00 SIGNAL DETECTOR HOUSING | | | 0069 808-06701 8460.000 LFT | 0.23000 1945.80| 0.25000 2115.00| 0.24000 2030.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 421 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,253,807.31 ROUTE : US 20 CALL ORDER : 421 CONTRACT ID : RS-27121-A COUNTIES : PORTER LETTING DATE : 12/14/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1035700 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 808-06703 34776.000 LFT | 0.23000 7998.48| 0.25000 8694.00| 0.24000 8346.24 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0071 808-06705 3000.000 LFT | 1.25000 3750.00| 1.10000 3300.00| 1.04000 3120.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0072 808-75245 33884.000 LFT | 0.23000 7793.32| 0.25000 8471.00| 0.24000 8132.16 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0073 808-92027 400.000 LFT | 1.25000 500.00| 1.10000 440.00| 1.04000 416.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 1,925,421.30| $ 2,101,358.64| $ 2,308,998.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,925,421.30| $ 2,101,358.64| $ 2,308,998.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,967.46 ROUTE : SR 19 CALL ORDER : 441 CONTRACT ID : RS-27524-A COUNTIES : MIAMI LETTING DATE : 12/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,573,150.80 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,774,692.02 112.8113% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 17800.00000 17800.00| 15545.00000 15545.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1710.00000 15390.00| 1613.27000 14519.43| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 78600.00000 78600.00| 88000.00000 88000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02928 2.000 EACH | 842.00000 1684.00| 577.48000 1154.96| CATCH BASIN, REMOVE | | | 0008 202-52710 654.000 SYS | 16.71000 10928.34| 24.53000 16042.62| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93741 11.000 EACH | 175.00000 1925.00| 235.00000 2585.00| GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02131 15.000 CYS | 146.62000 2199.30| 99.42000 1491.30| EXPLORATORY EXCAVATION | | | 0011 203-02376 LUMP | 635.00000 635.00| 151.90000 151.90| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0012 301-07448 12.000 TON | 35.00000 420.00| 34.00000 408.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-07449 1739.000 TON | 17.06000 29667.34| 5.00000 8695.00| COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07490 585.000 TON | 117.50000 68737.50| 70.68000 41347.80| HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,967.46 ROUTE : SR 19 CALL ORDER : 441 CONTRACT ID : RS-27524-A COUNTIES : MIAMI LETTING DATE : 12/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 306-08033 216467.000 SYS | 0.40000 86586.80| 0.44000 95245.48| MILLING, ASPHALT, 1 IN. | | | 0016 306-08034 35099.000 SYS | 0.84000 29483.16| 0.85000 29834.15| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08041 2136.000 SYS | 1.83000 3908.88| 1.00000 2136.00| MILLING, CONCRETE PAVEMENT | | | 0018 306-08043 13574.000 SYS | 0.01000 135.74| 0.01000 135.74| MILLING, TRANSITION | | | 0019 401-06264 LUMP | 2260.00000 2260.00| 7685.00000 7685.00| PROFILOGRAPH, HMA | | | 0020 401-07321 20654.000 TON | 31.00000 640274.00| 35.60000 735282.40| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0021 406-05520 67.350 TON | 188.63000 12704.23| 100.00000 6735.00| ASPHALT FOR TACK COAT | | | 0022 506-06333 576.000 SYS | 102.93000 59287.68| 124.08000 71470.08| PCCP PATCHING, FULL DEPTH | | | 0023 601-94689 11.000 EACH | 3000.00000 33000.00| 2350.00000 25850.00| GUARDRAIL END TREATMENT, OS | | | 0024 604-02007 136.000 SYS | 35.00000 4760.00| 35.96000 4890.56| SIDEWALK, CONCRETE, RECONSTRUCT | | | 0025 604-06070 337.000 SYS | 35.73000 12041.01| 40.96000 13803.52| SIDEWALK, CONCRETE | | | 0026 604-07894 259.000 SYS | 185.86000 48137.74| 161.18000 41745.62| CURB RAMP, CONCRETE, A | | | 0027 604-07896 22.000 SYS | 139.90000 3077.80| 163.42000 3595.24| CURB RAMP, CONCRETE, B | | | 0028 604-07897 36.000 SYS | 263.72000 9493.92| 194.88000 7015.68| CURB RAMP, CONCRETE, C | | | 0029 605-06120 690.000 LFT | 39.05000 26944.50| 17.60000 12144.00| CURB, CONCRETE | | | 0030 605-06140 1539.000 LFT | 27.63000 42522.57| 25.62000 39429.18| CURB AND GUTTER, CONCRETE | | | 0031 607-95754 155.000 LFT | 3.13000 485.15| 2.38000 368.90| PAVED SIDE DITCH, BREAK | | | 0032 610-07486 2626.000 TON | 43.88000 115228.88| 45.00000 118170.00| HMA FOR APPROACHES, TYPE A | | | 0033 611-98146 37.000 SYS | 69.16000 2558.92| 83.85000 3102.45| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,967.46 ROUTE : SR 19 CALL ORDER : 441 CONTRACT ID : RS-27524-A COUNTIES : MIAMI LETTING DATE : 12/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 615-06520 8.000 EACH | 242.00000 1936.00| 309.52000 2476.16| MONUMENT, RE-ESTABLISH | | | 0035 616-93019 123.000 SYS | 39.35000 4840.05| 38.64000 4752.72| RIPRAP, GROUTED, 18 IN. | | | 0036 621-06575 395.000 SYS | 7.75000 3061.25| 6.75000 2666.25| SODDING, NURSERY | | | 0037 715-05151 219.000 LFT | 48.90000 10709.10| 79.43000 17395.17| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0038 720-01894 4.000 EACH | 584.00000 2336.00| 822.45000 3289.80| CASTING, FURNISH AND ADJUST TO GRADE | | | 0039 720-44000 7.000 EACH | 393.55000 2754.85| 430.70000 3014.90| CASTING, ADJUST TO GRADE | | | 0040 720-44296 2.000 EACH | 353.26000 706.52| 435.62000 871.24| CAP INLET | | | 0041 720-45105 1.000 EACH | 1202.00000 1202.00| 1976.05000 1976.05| INLET, A2, MODIFIED | | | 0042 720-45215 2.000 EACH | 2012.00000 4024.00| 2626.81000 5253.62| CATCH BASIN, A8 | | | 0043 801-06203 7408.000 LFT | 0.25000 1852.00| 0.14000 1037.12| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 7408.000 LFT | 1.28000 9482.24| 0.82000 6074.56| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 65.000 EACH | 95.00000 6175.00| 105.00000 6825.00| CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP | 5100.00000 5100.00| 158652.21000 158652.21| MAINTAINING TRAFFIC | | | 0047 808-06703 801.000 LFT | 0.23000 184.23| 0.23000 184.23| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0048 808-06713 138644.000 LFT | 0.08000 11091.52| 0.08000 11091.52| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0049 808-75240 12450.000 LFT | 0.23000 2863.50| 0.23000 2863.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0050 808-75245 62707.000 LFT | 0.23000 14422.61| 0.23000 14422.61| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0051 808-75274 460.000 LFT | 1.00000 460.00| 1.00000 460.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,934,967.46 ROUTE : SR 19 CALL ORDER : 441 CONTRACT ID : RS-27524-A COUNTIES : MIAMI LETTING DATE : 12/14/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 808-75278 301.000 LFT | 1.75000 526.75| 1.75000 526.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0053 808-75297 530.000 LFT | 3.50000 1855.00| 3.50000 1855.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75300 2430.000 LFT | 0.90000 2187.00| 0.90000 2187.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0055 808-75320 15.000 EACH | 65.00000 975.00| 65.00000 975.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0056 808-75325 11.000 EACH | 80.00000 880.00| 80.00000 880.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0057 808-75996 1272.000 EACH | 4.26000 5418.72| 3.00000 3816.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 1368.000 EACH | 17.50000 23940.00| 17.50000 23940.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 507-07479 1560.000 TON | 59.80000 93288.00| 56.81000 88623.60| HMA PARTIAL DEPTH PATCH | | | SECTION TOTALS | $ 1,573,150.80| $ 1,774,692.02| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,573,150.80| $ 1,774,692.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 40 CALL ORDER : 451 CONTRACT ID : RS-27542-A COUNTIES : WAYNE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 662,517.19 0.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 455 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 541,427.63 ROUTE : SR 121 CALL ORDER : 455 CONTRACT ID : RS-27545-B COUNTIES : WAYNE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 557,928.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 2100.00000 2100.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1995.00000 11970.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 27500.00000 27500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 507.000 TON | 25.00000 12675.00| | COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 736.000 TON | 115.00000 84640.00| | HMA PATCHING, TYPE B | | | 0008 306-08032 3723.000 SYS | 3.10000 11541.30| | MILLING, TRANSITION | | | 0009 306-08033 68201.000 SYS | 0.80000 54560.80| | MILLING, ASPHALT, 1 IN. | | | 0010 401-06264 LUMP | 900.00000 900.00| | PROFILOGRAPH, HMA | | | 0011 401-07321 5627.000 TON | 45.00000 253215.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 406-05520 17.000 TON | 225.00000 3825.00| | ASPHALT FOR TACK COAT | | | 0013 610-07487 503.000 TON | 89.00000 44767.00| | HMA FOR APPROACHES, TYPE B | | | 0014 615-06525 6.000 EACH | 325.00000 1950.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 455 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 541,427.63 ROUTE : SR 121 CALL ORDER : 455 CONTRACT ID : RS-27545-B COUNTIES : WAYNE LETTING DATE : 12/14/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 801-06207 1983.000 LFT | 1.40000 2776.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 24.000 EACH | 91.00000 2184.00| | CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 35922.80000 35922.80| | MAINTAINING TRAFFIC | | | 0018 808-06712 2488.000 LFT | 0.10000 248.80| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 40735.000 LFT | 0.10000 4073.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 24166.000 LFT | 0.10000 2416.60| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 60.000 LFT | 11.00000 660.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 557,928.00| $ | ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 557,928.00| $ 1,774,692.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,975,742.62 ROUTE : 66 CALL ORDER : 471 CONTRACT ID : RS-27768-A COUNTIES : CRAWFORD PERRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 1,492,690.65 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,622,000.00 108.6628% ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-2040801 |( ) |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 11000.00000 11000.00| 8600.00000 8600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1575.00000 11025.00| 1050.00000 7350.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 74650.00000 74650.00| 82100.00000 82100.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 822.000 LFT | 2.15000 1767.30| 2.15000 1767.30| GUARDRAIL, REMOVE | | | 0007 202-93741 5.000 EACH | 125.00000 625.00| 125.00000 625.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02376 LUMP | 191000.00000 191000.00| 73000.00000 73000.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0009 211-07454 87.000 CYS | 40.00000 3480.00| 25.00000 2175.00| STRUCTURE BACKFILL | | | 0010 303-01180 105.000 TON | 20.00000 2100.00| 25.00000 2625.00| COMPACTED AGGREGATE, NO. 53 | | | 0011 303-07449 1770.000 TON | 16.09000 28479.30| 20.00000 35400.00| COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07489 1814.000 TON | 65.00000 117910.00| 115.00000 208610.00| HMA PATCHING, TYPE A | | | 0013 306-08042 223953.000 SYS | 0.20000 44790.60| 0.17000 38072.01| MILLING, SCARIFICATION/PROFILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,975,742.62 ROUTE : 66 CALL ORDER : 471 CONTRACT ID : RS-27768-A COUNTIES : CRAWFORD PERRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-2040801 |( ) |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08043 5696.000 SYS | 0.20000 1139.20| 0.66000 3759.36| MILLING, TRANSITION | | | 0015 401-07320 18476.000 TON | 30.50000 563518.00| 33.50000 618946.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0016 402-07450 1274.000 TON | 40.00000 50960.00| 35.00000 44590.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0017 405-05517 77.000 TON | 225.00000 17325.00| 400.00000 30800.00| ASPHALT FOR PRIME COAT | | | 0018 406-05520 56.000 TON | 195.00000 10920.00| 172.00000 9632.00| ASPHALT FOR TACK COAT | | | 0019 601-01846 3.000 EACH | 1700.00000 5100.00| 1700.00000 5100.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0020 601-06854 1.000 EACH | 2650.00000 2650.00| 2650.00000 2650.00| GUARDRAIL, W-BEAM, NESTED | | | 0021 601-06854 1.000 EACH | 2650.00000 2650.00| 2650.00000 2650.00| GUARDRAIL, W-BEAM, NESTED , MODIFIED | | | 0022 601-94689 7.000 EACH | 3000.00000 21000.00| 3000.00000 21000.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 788.000 LFT | 23.00000 18124.00| 23.00000 18124.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 610-07486 1197.000 TON | 30.50000 36508.50| 44.00000 52668.00| HMA FOR APPROACHES, TYPE A | | | 0025 615-06505 4.000 EACH | 530.00000 2120.00| 350.00000 1400.00| MONUMENT, B | | | 0026 615-06527 1.000 EACH | 475.00000 475.00| 475.00000 475.00| MONUMENT, SECTION CORNER | | | 0027 616-02305 90.000 CYS | 160.00000 14400.00| 135.00000 12150.00| GABIONS | | | 0028 616-02320 3650.000 SYS | 1.45000 5292.50| 1.20000 4380.00| GEOTEXTILES | | | 0029 616-06451 3500.000 TON | 21.35000 74725.00| 18.75000 65625.00| RIPRAP, UNIFORM | | | 0030 715-01354 160.000 LFT | 21.50000 3440.00| 26.00000 4160.00| CLEAN EXISTING PIPE | | | 0031 715-05119 140.000 LFT | 100.00000 14000.00| 40.00000 5600.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0032 715-05121 46.000 LFT | 115.00000 5290.00| 60.00000 2760.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/30/04 PAGE : 471 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,975,742.62 ROUTE : 66 CALL ORDER : 471 CONTRACT ID : RS-27768-A COUNTIES : CRAWFORD PERRY LETTING DATE : 12/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-2040801 |( ) |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 715-05123 58.000 LFT | 112.00000 6496.00| 65.00000 3770.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0034 715-05125 40.000 LFT | 144.00000 5760.00| 80.00000 3200.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0035 715-05595 5.000 LFT | 181.00000 905.00| 115.00000 575.00| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0036 715-05596 6.000 LFT | 155.00000 930.00| 120.00000 720.00| PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0037 715-46005 4.000 EACH | 615.00000 2460.00| 310.00000 1240.00| PIPE END SECTION, 15 IN. | | | 0038 715-46020 2.000 EACH | 898.00000 1796.00| 350.00000 700.00| PIPE END SECTION, 24 IN. | | | 0039 715-99178 6.000 LFT | 225.00000 1350.00| 150.00000 900.00| PIPE, REINFORCED CONCRETE, 24 IN. | | | 0040 801-06203 9657.000 LFT | 1.00000 9657.00| 0.35000 3379.95| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0041 801-06207 9657.000 LFT | 1.25000 12071.25| 0.90000 8691.30| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06640 40.000 EACH | 75.00000 3000.00| 75.00000 3000.00| CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 35000.00000 35000.00| 149487.08000 149487.08| MAINTAINING TRAFFIC | | | 0044 808-06712 4860.000 LFT | 0.08000 388.80| 0.08000 388.80| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0045 808-06713 194494.000 LFT | 0.08000 15559.52| 0.08000 15559.52| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-06714 169156.000 LFT | 0.08000 13532.48| 0.08000 13532.48| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0047 808-75297 24.000 LFT | 16.75000 402.00| 16.75000 402.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75996 2285.000 EACH | 2.00000 4570.00| 3.20000 7312.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 2379.000 EACH | 17.80000 42346.20| 17.80000 42346.20| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,492,690.65| $ 1,622,000.00| ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,492,690.65| $ 1,622,000.00| ====================================================================================================================================