INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/99 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,680.54 ROUTE : SR 213 CALL ORDER : 430 CONTRACT ID : B -23332-A COUNTIES : HAMILTON LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/17/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5329(002) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057871 SMOCK FANSLER CORPORATION $ 382,510.26 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTUCTION COMPANY $ 390,847.97 102.1797% 3 35-1523985 WIRTZ & YATES, INC. $ 479,264.36 125.2945% ==================================================================================================================================== |(1) 35-1057871 |(2) 35-1364963 |(3) 35-1523985 |SMOCK FANSLER CORPORATION |ERBER & MILLIGAN CONSTUCTION|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1400.00000 8400.00| 1000.00000 6000.00| 1200.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4800.00000 4800.00| 7500.00000 7500.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 18750.00000 18750.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 300.00000 300.00| 800.00000 800.00| 2000.00000 2000.00 TESTING FOR ASBESTOS | | | 0006 202-51330 LUMP| 9200.00000 9200.00| 25000.00000 25000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60821 402.000 m2 | 7.25000 2914.50| 4.50000 1809.00| 6.00000 2412.00 SURFACE MILLING, BITUMINOUS | | | 0008 203-02000 1132.000 m3 | 12.00000 13584.00| 9.50000 10754.00| 8.00000 9056.00 EXCAVATION, COMMON | | | 0009 203-02070 789.000 m3 | 28.00000 22092.00| 15.00000 11835.00| 17.00000 13413.00 BORROW | | | 0010 203-03385 21.900 Mg | 44.35000 971.27| 24.00000 525.60| 720.00000 15768.00 LIME | | | 0012 205-02224 200.000 m | 6.10000 1220.00| 6.50000 1300.00| 8.00000 1600.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 80.000 m | 10.44000 835.20| 11.00000 880.00| 11.00000 880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02233 4.660 m3 | 60.00000 279.60| 24.00000 111.84| 500.00000 2330.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/99 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,680.54 ROUTE : SR 213 CALL ORDER : 430 CONTRACT ID : B -23332-A COUNTIES : HAMILTON LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-1364963 |(3) 35-1523985 |SMOCK FANSLER CORPORATION |ERBER & MILLIGAN CONSTUCTION|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 207-03306 631.000 m2 | 14.00000 8834.00| 2.50000 1577.50| 36.00000 22716.00 LIME MODIFICATION | | | 0016 211-02050 190.000 m3 | 28.00000 5320.00| 22.50000 4275.00| 32.64000 6201.60 B BORROW | | | 0017 211-02060 435.500 m3 | 28.00000 12194.00| 22.50000 9798.75| 32.64000 14214.72 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 757.400 Mg | 18.65000 14125.51| 17.00000 12875.80| 24.00000 18177.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 1045.200 Mg | 40.53000 42361.96| 37.50000 39195.00| 41.00000 42853.20 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 290.300 Mg | 45.10000 13092.53| 42.25000 12265.18| 45.64000 13249.30 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 160.400 Mg | 71.93000 11537.57| 56.00000 8982.40| 60.00000 9624.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 60.300 Mg | 57.23000 3450.97| 90.00000 5427.00| 100.00000 6030.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 336.000 m2 | 13.92000 4677.12| 14.00000 4704.00| 16.00000 5376.00 SEAL COAT, 2 | | | 0024 405-05518 161.000 m2 | 2.63000 423.43| 2.00000 322.00| 2.10000 338.10 ASPHALT FOR PRIME COAT | | | 0025 406-05520 2.110 Mg | 257.00000 542.27| 1000.00000 2110.00| 1065.00000 2247.15 ASPHALT FOR TACK COAT | | | 0026 601-94689 4.000 EACH| 3208.00000 12832.00| 3400.00000 13600.00| 3421.60000 13686.40 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 262.890 m | 29.70000 7807.83| 30.00000 7886.70| 32.20000 8465.06 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 38.600 Mg | 105.00000 4053.00| 130.00000 5018.00| 139.50000 5384.70 HMA FOR APPROACHES | | | 0029 611-06497 1.000 EACH| 178.00000 178.00| 175.00000 175.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 115.00000 1840.00 RIGHT OF WAY MARKER | | | 0031 616-02320 450.000 m2 | 2.50000 1125.00| 3.50000 1575.00| 3.83000 1723.50 GEOTEXTILES | | | 0032 616-06405 856.000 Mg | 28.00000 23968.00| 18.00000 15408.00| 26.00000 22256.00 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 583.00000 1166.00| 600.00000 1200.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06548 0.500 kg | 58.00000 29.00| 65.00000 32.50| 70.00000 35.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/99 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,680.54 ROUTE : SR 213 CALL ORDER : 430 CONTRACT ID : B -23332-A COUNTIES : HAMILTON LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-1364963 |(3) 35-1523985 |SMOCK FANSLER CORPORATION |ERBER & MILLIGAN CONSTUCTION|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06559 2721.000 m2 | 0.64000 1741.44| 0.70000 1904.70| 0.70000 1904.70 MULCHED SEEDING, R | | | 0036 621-06574 436.000 m2 | 4.50000 1962.00| 4.60000 2005.60| 6.00000 2616.00 SODDING | | | 0037 621-06575 309.000 m2 | 4.50000 1390.50| 4.60000 1421.40| 6.00000 1854.00 SODDING, NURSERY | | | 0038 622-52436 2.000 EACH| 27.00000 54.00| 30.00000 60.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 36.000 EACH| 18.00000 648.00| 17.50000 630.00| 20.00000 720.00 SEEDLING | | | 0040 702-51015 51.800 m3 | 398.00000 20616.40| 375.00000 19425.00| 405.00000 20979.00 CONCRETE, B, FOOTINGS | | | 0041 702-93722 20.900 m3 | 498.00000 10408.20| 450.00000 9405.00| 574.00000 11996.60 CONCRETE, C | | | 0042 703-51030 3501.000 kg | 1.25000 4376.25| 2.00000 7002.00| 1.55000 5426.55 REINFORCING STEEL | | | 0043 714-04733 15.200 m | 4000.00000 60800.00| 5000.00000 76000.00| 6907.90000 105000.08 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, | | | 0044 715-04509 8.600 m | 28.00000 240.80| 90.00000 774.00| 97.68000 840.05 TEMPORARY PIPE , ZINC COATED, | | | CORRUGATED STEEL, 1.63 mm | | | 0045 715-05203 50.400 m | 18.00000 907.20| 10.00000 504.00| 50.00000 2520.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0046 801-04308 4.000 EACH| 341.25000 1365.00| 200.00000 800.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 8.000 EACH| 57.75000 462.00| 100.00000 800.00| 110.00000 880.00 BARRICADE, IIIA | | | 0048 801-06606 4.000 EACH| 87.00000 348.00| 100.00000 400.00| 200.00000 800.00 BARRICADE, IIIB | | | 0049 801-06625 29.000 EACH| 70.35000 2040.15| 110.00000 3190.00| 115.00000 3335.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 6.000 EACH| 72.45000 434.70| 120.00000 720.00| 120.00000 720.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 2500.00000 2500.00| 3750.00000 3750.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0052 804-06770 2.000 EACH| 19.00000 38.00| 20.00000 40.00| 25.00000 50.00 DELINEATOR POST | | | 0053 808-06712 33.000 m | 0.82000 27.06| 1.00000 33.00| 1.05000 34.65 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 600.000 m | 0.82000 492.00| 1.00000 600.00| 1.05000 630.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/22/99 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,680.54 ROUTE : SR 213 CALL ORDER : 430 CONTRACT ID : B -23332-A COUNTIES : HAMILTON LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-1364963 |(3) 35-1523985 |SMOCK FANSLER CORPORATION |ERBER & MILLIGAN CONSTUCTION|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-06714 590.000 m | 0.82000 483.80| 1.00000 590.00| 1.05000 619.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 206-51230 390.000 m3 | 34.00000 13260.00| 50.00000 19500.00| 52.31000 20400.90 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 382,510.26| $ 390,847.97| $ 479,264.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 382,510.26| $ 390,847.97| $ 479,264.36 ====================================================================================================================================