INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/29/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8206002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057871 SMOCK FANSLER CORPORATION $ 603,290.58 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 635,806.38 105.3897% 3 35-1912582 EDSAM CONSTRUCTION, INC. $ 638,999.71 105.9190% 4 35-1325036 DEICHMAN EXCAVATING CO $ 648,821.24 107.5470% 5 35-1523985 WIRTZ & YATES, INC. $ 655,456.79 108.6469% 6 35-1212938 ATLAS EXCAVATING, INC. $ 695,617.06 115.3038% 7 35-1991044 JOHNSON COMPANY INC. CONDITIONAL BID $ 746,385.93 123.7191% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 751,369.02 124.5451% 9 35-0918397 RIETH RILEY CONSTRUCTION $ 839,000.00 139.0706% ==================================================================================================================================== |(1) 35-1057871 |(2) 35-1917625 |(3) 35-1912582 |SMOCK FANSLER CORPORATION |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, 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| 14000.00000 14000.00| 12000.00000 12000.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1300.00000 11700.00| 2100.00000 18900.00| 1540.00000 13860.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 27900.00000 27900.00| 31000.00000 31000.00| 28600.00000 28600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11150.00000 11150.00| 21150.00000 21150.00| 33000.00000 33000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 30250.00000 30250.00| 7555.63000 7555.63| 8800.00000 8800.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 918.000 m2 | 2.50000 2295.00| 3.48000 3194.64| 5.50000 5049.00 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 525.00000 525.00| 556.40000 556.40| 572.00000 572.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 8200.000 m3 | 9.00000 73800.00| 8.00000 65600.00| 11.00000 90200.00 EXCAVATION, COMMON | | | 0009 205-06931 28.000 Mg | 36.00000 1008.00| 86.31000 2416.68| 44.00000 1232.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 31.200 Mg | 26.00000 811.20| 83.31000 2599.27| 44.00000 1372.80 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 360.000 m | 7.50000 2700.00| 6.91000 2487.60| 11.00000 3960.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-1917625 |(3) 35-1912582 |SMOCK FANSLER CORPORATION |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 207-07500 2025.000 m2 | 7.25000 14681.25| 7.18000 14539.50| 11.00000 22275.00 SUBGRADE TREATMENT, TYPE C | | | 0013 211-02060 501.200 m3 | 28.00000 14033.60| 18.34000 9192.01| 23.65000 11853.38 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 1475.100 Mg | 22.00000 32452.20| 18.00000 26551.80| 18.15000 26773.07 COMPACTED AGGREGATE, O, 53 | | | 0015 401-06264 LUMP| 1600.00000 1600.00| 1472.23000 1472.23| 1705.00000 1705.00 PROFILOGRAPH, HMA | | | 0016 402-05468 1131.600 Mg | 36.00000 40737.60| 40.00000 45264.00| 38.50000 43566.60 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05470 440.100 Mg | 36.00000 15843.60| 41.00000 18044.10| 38.50000 16943.85 HMA BASE C25.0 mm, MAINLINE | | | 0018 402-05474 546.700 Mg | 37.00000 20227.90| 42.00000 22961.40| 39.60000 21649.32 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 262.200 Mg | 49.00000 12847.80| 46.00000 12061.20| 57.20000 14997.84 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 841.200 Mg | 36.00000 30283.20| 40.00000 33648.00| 38.50000 32386.20 HMA BASE 25.0 mm, SHOULDER | | | 0021 402-05490 233.700 Mg | 49.00000 11451.30| 47.00000 10983.90| 57.20000 13367.64 HMA SURFACE 9.5 mm, SHOULDER | | | 0022 404-05511 3385.400 m2 | 1.35000 4570.29| 2.00000 6770.80| 1.43000 4841.12 SEAL COAT, 2 | | | 0023 405-05518 4296.800 m2 | 0.05000 214.84| 0.70000 3007.76| 0.11000 472.65 ASPHALT FOR PRIME COAT | | | 0024 406-05520 4.000 Mg | 175.00000 700.00| 185.00000 740.00| 192.50000 770.00 ASPHALT FOR TACK COAT | | | 0025 601-01839 2.000 EACH| 1750.00000 3500.00| 1578.25000 3156.50| 1622.50000 3245.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-94689 2.000 EACH| 2200.00000 4400.00| 2086.50000 4173.00| 2145.00000 4290.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 222.885 m | 30.00000 6686.55| 31.30000 6976.30| 33.00000 7355.21 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 283.600 Mg | 62.00000 17583.20| 72.00000 20419.20| 66.00000 18717.60 HMA FOR APPROACHES | | | 0029 611-06497 6.000 EACH| 140.00000 840.00| 187.25000 1123.50| 220.00000 1320.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 23.000 EACH| 130.00000 2990.00| 113.42000 2608.66| 121.00000 2783.00 RIGHT OF WAY MARKER | | | 0031 615-06500 3.000 EACH| 450.00000 1350.00| 481.50000 1444.50| 550.00000 1650.00 MONUMENT, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-1917625 |(3) 35-1912582 |SMOCK FANSLER CORPORATION |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-02320 370.000 m2 | 2.50000 925.00| 2.18000 806.60| 2.75000 1017.50 GEOTEXTILES | | | 0033 616-05689 216.000 Mg | 37.00000 7992.00| 32.00000 6912.00| 30.80000 6652.80 RIPRAP, CLASS 2 | | | 0034 616-06451 80.000 Mg | 35.00000 2800.00| 33.00000 2640.00| 27.50000 2200.00 RIPRAP, UNIFORM | | | 0035 621-01004 3.000 EACH| 310.00000 930.00| 321.00000 963.00| 330.00000 990.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02770 1472.000 m2 | 1.75000 2576.00| 1.82000 2679.04| 1.87000 2752.64 EROSION CONTROL BLANKET | | | 0037 621-06545 0.300 Mg | 750.00000 225.00| 788.60000 236.58| 810.70000 243.21 FERTILIZER | | | 0038 621-06548 3.000 kg | 58.00000 174.00| 58.85000 176.55| 60.50000 181.50 SEED MIXTURE, CV | | | 0039 621-06553 50.000 kg | 8.00000 400.00| 8.30000 415.00| 8.58000 429.00 SEED MIXTURE, R | | | 0040 621-06557 12.000 kg | 45.00000 540.00| 46.55000 558.60| 48.40000 580.80 SEED MIXTURE, T | | | 0041 621-06565 1.800 Mg | 575.00000 1035.00| 602.41000 1084.34| 619.30000 1114.74 MULCHING MATERIAL | | | 0042 621-06567 91.000 kL | 0.60000 54.60| 0.59000 53.69| 1.10000 100.10 WATER | | | 0043 621-06574 317.000 m2 | 3.25000 1030.25| 3.45000 1093.65| 3.85000 1220.45 SODDING | | | 0044 621-06575 4725.000 m2 | 3.25000 15356.25| 3.45000 16301.25| 3.85000 18191.25 SODDING, NURSERY | | | 0045 702-51015 31.000 m3 | 500.00000 15500.00| 550.00000 17050.00| 330.00000 10230.00 CONCRETE, B, FOOTINGS | | | 0046 702-93722 15.500 m3 | 800.00000 12400.00| 1700.00000 26350.00| 550.00000 8525.00 CONCRETE, C | | | 0047 703-51030 2560.000 kg | 1.40000 3584.00| 2.00000 5120.00| 1.76000 4505.60 REINFORCING STEEL | | | 0048 714-26717 32.400 m | 1875.00000 60750.00| 2400.00000 77760.00| 2200.00000 71280.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0049 715-03475 5.000 EACH| 420.00000 2100.00| 525.00000 2625.00| 385.00000 1925.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0050 715-05048 1042.000 m | 7.00000 7294.00| 7.38000 7689.96| 6.60000 6877.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05053 53.000 m | 35.00000 1855.00| 34.24000 1814.72| 33.00000 1749.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-1917625 |(3) 35-1912582 |SMOCK FANSLER CORPORATION |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05169 25.500 m | 102.00000 2601.00| 115.89000 2955.20| 77.00000 1963.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05173 20.000 m | 135.00000 2700.00| 116.53000 2330.60| 121.00000 2420.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0054 715-05208 3.000 m | 98.00000 294.00| 259.39000 778.17| 220.00000 660.00 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0055 715-46020 2.000 EACH| 635.00000 1270.00| 400.00000 800.00| 550.00000 1100.00 PIPE END SECTION, 600 mm | | | 0056 718-06531 6.000 EACH| 500.00000 3000.00| 524.30000 3145.80| 220.00000 1320.00 OUTLET PROTECTOR, 3 | | | 0057 718-52610 206.000 m3 | 36.00000 7416.00| 37.45000 7714.70| 38.50000 7931.00 AGGREGATE FOR UNDERDRAINS | | | 0058 718-99153 2206.000 m2 | 1.75000 3860.50| 1.77000 3904.62| 1.65000 3639.90 GEOTEXTILES FOR UNDERDRAIN | | | 0059 719-35020 15.000 m | 36.00000 540.00| 22.59000 338.85| 55.00000 825.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0060 719-35025 15.000 m | 39.00000 585.00| 22.98000 344.70| 55.00000 825.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0061 801-04308 6.000 EACH| 225.00000 1350.00| 128.40000 770.40| 132.00000 792.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06605 8.000 EACH| 140.00000 1120.00| 64.20000 513.60| 66.00000 528.00 BARRICADE, IIIA | | | 0063 801-06606 4.000 EACH| 150.00000 600.00| 74.90000 299.60| 77.00000 308.00 BARRICADE, IIIB | | | 0064 801-06625 25.000 EACH| 85.00000 2125.00| 101.65000 2541.25| 104.50000 2612.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 9.000 EACH| 135.00000 1215.00| 90.95000 818.55| 93.50000 841.50 CONSTRUCTION SIGN, A | | | 0066 801-06775 LUMP| 7500.00000 7500.00| 8000.00000 8000.00| 7700.00000 7700.00 MAINTAINING TRAFFIC | | | 0067 802-05701 17.200 m | 36.00000 619.20| 37.45000 644.14| 38.50000 662.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 2.180 m2 | 185.00000 403.30| 192.60000 419.87| 198.00000 431.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 804-06770 6.000 EACH| 15.00000 90.00| 19.26000 115.56| 19.80000 118.80 DELINEATOR POST | | | 0070 805-01844 19.000 m | 31.00000 589.00| 35.31000 670.89| 36.30000 689.70 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 |(2) 35-1917625 |(3) 35-1912582 |SMOCK FANSLER CORPORATION |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-01881 1.000 EACH| 2300.00000 2300.00| 2380.75000 2380.75| 2447.50000 2447.50 FLASHING BEACON, WITH STOP AHEAD SIGN, | | | 150 mm BEAM AND FOUNDATION | | | 0072 805-02087 LUMP| 125.00000 125.00| 128.40000 128.40| 132.00000 132.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0073 805-02437 1.000 EACH| 260.00000 260.00| 267.50000 267.50| 275.00000 275.00 CONTROLLER, RELOCATE AND REWIRE , | | | FLASHER | | | 0074 805-04980 1.000 EACH| 1950.00000 1950.00| 2011.60000 2011.60| 2068.00000 2068.00 FLASHING BEACON WITH SCHOOL SPEED ZONE | | | SIGN, 150 mm BEAM AND FOUNDATION | | | 0075 805-78010 1.000 EACH| 900.00000 900.00| 920.20000 920.20| 946.00000 946.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0076 805-78445 2.000 EACH| 500.00000 1000.00| 508.25000 1016.50| 522.40000 1044.80 SIGNAL SERVICE | | | 0077 805-78467 30.000 m | 2.10000 63.00| 2.14000 64.20| 2.20000 66.00 SIGNAL CABLE, 3C 8GA. | | | 0078 805-78480 32.000 m | 1.60000 51.20| 1.61000 51.52| 1.65000 52.80 SIGNAL CABLE, 3C 14GA. | | | 0079 805-97042 2.000 EACH| 400.00000 800.00| 391.62000 783.24| 402.60000 805.20 SIGNAL, POLE, WOOD, 5, 10.7 m | | | 0080 808-06703 1211.000 m | 1.50000 1816.50| 1.05000 1271.55| 1.10000 1332.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-75245 2240.000 m | 1.50000 3360.00| 1.05000 2352.00| 1.10000 2464.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0082 808-75996 53.000 EACH| 5.25000 278.25| 21.40000 1134.20| 22.00000 1166.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 808-75998 53.000 EACH| 35.00000 1855.00| 26.22000 1389.66| 27.50000 1457.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 603,290.58| $ 635,806.38| $ 638,999.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 603,290.58| $ 635,806.38| $ 638,999.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1523985 |(6) 35-1212938 |DEICHMAN EXCAVATING CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, 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| 10754.52000 10754.52| 13000.00000 13000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1741.97000 15677.73| 2000.00000 18000.00| 900.00000 8100.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12200.00000 12200.00| 10000.00000 10000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 26550.00000 26550.00| 12000.00000 12000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 918.000 m2 | 3.98000 3653.64| 6.00000 5508.00| 3.00000 2754.00 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 543.16000 543.16| 600.00000 600.00| 1000.00000 1000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 8200.000 m3 | 11.00000 90200.00| 9.16000 75112.00| 10.50000 86100.00 EXCAVATION, COMMON | | | 0009 205-06931 28.000 Mg | 34.00000 952.00| 30.00000 840.00| 41.00000 1148.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 31.200 Mg | 53.00000 1653.60| 30.00000 936.00| 36.00000 1123.20 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 360.000 m | 5.21000 1875.60| 6.50000 2340.00| 6.10000 2196.00 TEMPORARY SILT FENCE | | | 0012 207-07500 2025.000 m2 | 8.78000 17779.50| 7.18000 14539.50| 8.00000 16200.00 SUBGRADE TREATMENT, TYPE C | | | 0013 211-02060 501.200 m3 | 42.50000 21301.00| 23.56000 11808.27| 28.00000 14033.60 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 1475.100 Mg | 17.50000 25814.25| 20.00000 29502.00| 18.50000 27289.35 COMPACTED AGGREGATE, O, 53 | | | 0015 401-06264 LUMP| 1682.69000 1682.69| 1800.00000 1800.00| 1700.00000 1700.00 PROFILOGRAPH, HMA | | | 0016 402-05468 1131.600 Mg | 38.00000 43000.80| 48.30000 54656.28| 37.00000 41869.20 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05470 440.100 Mg | 38.00000 16723.80| 46.20000 20332.62| 37.00000 16283.70 HMA BASE C25.0 mm, MAINLINE | | | 0018 402-05474 546.700 Mg | 39.08000 21365.04| 40.32000 22042.94| 38.00000 20774.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 262.200 Mg | 52.11000 13663.24| 53.76000 14095.87| 50.00000 13110.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 841.200 Mg | 38.00000 31965.60| 40.00000 33648.00| 37.00000 31124.40 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1523985 |(6) 35-1212938 |DEICHMAN EXCAVATING CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05490 233.700 Mg | 52.11000 12178.11| 53.76000 12563.71| 50.00000 11685.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0022 404-05511 3385.400 m2 | 1.41000 4773.41| 1.40000 4739.56| 1.60000 5416.64 SEAL COAT, 2 | | | 0023 405-05518 4296.800 m2 | 0.05000 214.84| 0.07000 300.78| 0.10000 429.68 ASPHALT FOR PRIME COAT | | | 0024 406-05520 4.000 Mg | 186.73000 746.92| 200.00000 800.00| 200.00000 800.00 ASPHALT FOR TACK COAT | | | 0025 601-01839 2.000 EACH| 1624.04000 3248.08| 1700.00000 3400.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-94689 2.000 EACH| 1944.51000 3889.02| 2184.00000 4368.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 222.885 m | 32.37000 7214.79| 32.76000 7301.71| 30.50000 6797.99 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 283.600 Mg | 65.14000 18473.70| 60.00000 17016.00| 65.00000 18434.00 HMA FOR APPROACHES | | | 0029 611-06497 6.000 EACH| 124.93000 749.58| 196.00000 1176.00| 190.00000 1140.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 23.000 EACH| 124.93000 2873.39| 120.00000 2760.00| 120.00000 2760.00 RIGHT OF WAY MARKER | | | 0031 615-06500 3.000 EACH| 554.02000 1662.06| 600.00000 1800.00| 475.00000 1425.00 MONUMENT, A | | | 0032 616-02320 370.000 m2 | 2.00000 740.00| 4.79000 1772.30| 4.20000 1554.00 GEOTEXTILES | | | 0033 616-05689 216.000 Mg | 40.00000 8640.00| 35.00000 7560.00| 36.00000 7776.00 RIPRAP, CLASS 2 | | | 0034 616-06451 80.000 Mg | 45.00000 3600.00| 30.00000 2400.00| 38.00000 3040.00 RIPRAP, UNIFORM | | | 0035 621-01004 3.000 EACH| 412.80000 1238.40| 400.00000 1200.00| 325.00000 975.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02770 1472.000 m2 | 1.96000 2885.12| 2.00000 2944.00| 2.30000 3385.60 EROSION CONTROL BLANKET | | | 0037 621-06545 0.300 Mg | 739.77000 221.93| 850.00000 255.00| 770.00000 231.00 FERTILIZER | | | 0038 621-06548 3.000 kg | 71.70000 215.10| 80.00000 240.00| 57.00000 171.00 SEED MIXTURE, CV | | | 0039 621-06553 50.000 kg | 7.77000 388.50| 9.00000 450.00| 33.50000 1675.00 SEED MIXTURE, R | | | 0040 621-06557 12.000 kg | 10.38000 124.56| 48.00000 576.00| 44.50000 534.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1523985 |(6) 35-1212938 |DEICHMAN EXCAVATING CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06565 1.800 Mg | 563.80000 1014.84| 700.00000 1260.00| 600.00000 1080.00 MULCHING MATERIAL | | | 0042 621-06567 91.000 kL | 1.43000 130.13| 0.70000 63.70| 0.60000 54.60 WATER | | | 0043 621-06574 317.000 m2 | 3.31000 1049.27| 4.00000 1268.00| 3.90000 1236.30 SODDING | | | 0044 621-06575 4725.000 m2 | 3.31000 15639.75| 3.75000 17718.75| 3.90000 18427.50 SODDING, NURSERY | | | 0045 702-51015 31.000 m3 | 657.49000 20382.19| 429.84000 13325.04| 280.00000 8680.00 CONCRETE, B, FOOTINGS | | | 0046 702-93722 15.500 m3 | 1346.15000 20865.33| 516.00000 7998.00| 725.00000 11237.50 CONCRETE, C | | | 0047 703-51030 2560.000 kg | 1.63000 4172.80| 1.50000 3840.00| 1.70000 4352.00 REINFORCING STEEL | | | 0048 714-26717 32.400 m | 2200.79000 71305.60| 3000.00000 97200.00| 3800.00000 123120.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0049 715-03475 5.000 EACH| 416.68000 2083.40| 150.00000 750.00| 240.00000 1200.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0050 715-05048 1042.000 m | 8.90000 9273.80| 20.00000 20840.00| 8.00000 8336.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05053 53.000 m | 10.00000 530.00| 15.00000 795.00| 35.00000 1855.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0052 715-05169 25.500 m | 99.06000 2526.03| 45.00000 1147.50| 100.00000 2550.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05173 20.000 m | 152.82000 3056.40| 100.00000 2000.00| 125.00000 2500.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0054 715-05208 3.000 m | 99.06000 297.18| 50.00000 150.00| 110.00000 330.00 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0055 715-46020 2.000 EACH| 486.26000 972.52| 500.00000 1000.00| 240.00000 480.00 PIPE END SECTION, 600 mm | | | 0056 718-06531 6.000 EACH| 56.69000 340.14| 40.00000 240.00| 550.00000 3300.00 OUTLET PROTECTOR, 3 | | | 0057 718-52610 206.000 m3 | 38.50000 7931.00| 30.00000 6180.00| 53.00000 10918.00 AGGREGATE FOR UNDERDRAINS | | | 0058 718-99153 2206.000 m2 | 2.00000 4412.00| 4.78000 10544.68| 1.90000 4191.40 GEOTEXTILES FOR UNDERDRAIN | | | 0059 719-35020 15.000 m | 100.00000 1500.00| 10.00000 150.00| 42.00000 630.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0060 719-35025 15.000 m | 125.00000 1875.00| 20.00000 300.00| 47.00000 705.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1523985 |(6) 35-1212938 |DEICHMAN EXCAVATING CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-04308 6.000 EACH| 130.36000 782.16| 240.00000 1440.00| 140.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06605 8.000 EACH| 65.18000 521.44| 100.00000 800.00| 75.00000 600.00 BARRICADE, IIIA | | | 0063 801-06606 4.000 EACH| 76.04000 304.16| 110.00000 440.00| 85.00000 340.00 BARRICADE, IIIB | | | 0064 801-06625 25.000 EACH| 103.20000 2580.00| 120.00000 3000.00| 115.00000 2875.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 9.000 EACH| 92.34000 831.06| 115.00000 1035.00| 100.00000 900.00 CONSTRUCTION SIGN, A | | | 0066 801-06775 LUMP| 597.47000 597.47| 7000.00000 7000.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0067 802-05701 17.200 m | 35.31000 607.33| 36.40000 626.08| 37.00000 636.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 2.180 m2 | 179.67000 391.68| 185.00000 403.30| 200.00000 436.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 804-06770 6.000 EACH| 16.30000 97.80| 22.00000 132.00| 20.00000 120.00 DELINEATOR POST | | | 0070 805-01844 19.000 m | 32.59000 619.21| 40.00000 760.00| 36.00000 684.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0071 805-01881 1.000 EACH| 4345.26000 4345.26| 4600.00000 4600.00| 2500.00000 2500.00 FLASHING BEACON, WITH STOP AHEAD SIGN, | | | 150 mm BEAM AND FOUNDATION | | | 0072 805-02087 LUMP| 162.95000 162.95| 250.00000 250.00| 250.00000 250.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0073 805-02437 1.000 EACH| 543.16000 543.16| 700.00000 700.00| 275.00000 275.00 CONTROLLER, RELOCATE AND REWIRE , | | | FLASHER | | | 0074 805-04980 1.000 EACH| 1629.47000 1629.47| 2000.00000 2000.00| 2000.00000 2000.00 FLASHING BEACON WITH SCHOOL SPEED ZONE | | | SIGN, 150 mm BEAM AND FOUNDATION | | | 0075 805-78010 1.000 EACH| 1086.32000 1086.32| 1500.00000 1500.00| 950.00000 950.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0076 805-78445 2.000 EACH| 434.53000 869.06| 600.00000 1200.00| 550.00000 1100.00 SIGNAL SERVICE | | | 0077 805-78467 30.000 m | 4.89000 146.70| 6.00000 180.00| 2.20000 66.00 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1523985 |(6) 35-1212938 |DEICHMAN EXCAVATING CO |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78480 32.000 m | 3.80000 121.60| 4.50000 144.00| 1.70000 54.40 SIGNAL CABLE, 3C 14GA. | | | 0079 805-97042 2.000 EACH| 597.48000 1194.96| 650.00000 1300.00| 400.00000 800.00 SIGNAL, POLE, WOOD, 5, 10.7 m | | | 0080 808-06703 1211.000 m | 1.06000 1283.66| 1.20000 1453.20| 1.00000 1211.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-75245 2240.000 m | 1.06000 2374.40| 1.20000 2688.00| 1.00000 2240.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0082 808-75996 53.000 EACH| 10.00000 530.00| 10.00000 530.00| 13.00000 689.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 808-75998 53.000 EACH| 26.61000 1410.33| 40.00000 2120.00| 27.00000 1431.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 648,821.24| $ 655,456.79| $ 695,617.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 648,821.24| $ 655,456.79| $ 695,617.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-0999231 |(9) 35-0918397 |JOHNSON COMPANY INC. |HUNT PAVING COMPANY, INC. |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| 21000.00000 21000.00| 10900.00000 10900.00| 10500.00000 10500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1500.00000 13500.00| 1200.00000 10800.00| 2200.00000 19800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 39200.00000 39200.00| 37550.00000 37550.00| 57017.28000 57017.28 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 37000.00000 37000.00| 15020.00000 15020.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 8000.00000 8000.00| 19570.00000 19570.00| 17000.00000 17000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 918.000 m2 | 5.00000 4590.00| 5.60000 5140.80| 5.00000 4590.00 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 750.00000 750.00| 570.00000 570.00| 550.00000 550.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 8200.000 m3 | 8.00000 65600.00| 23.20000 190240.00| 19.00000 155800.00 EXCAVATION, COMMON | | | 0009 205-06931 28.000 Mg | 50.00000 1400.00| 63.00000 1764.00| 83.00000 2324.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 31.200 Mg | 50.00000 1560.00| 40.00000 1248.00| 83.00000 2589.60 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 360.000 m | 6.00000 2160.00| 6.00000 2160.00| 5.00000 1800.00 TEMPORARY SILT FENCE | | | 0012 207-07500 2025.000 m2 | 11.00000 22275.00| 5.00000 10125.00| 7.50000 15187.50 SUBGRADE TREATMENT, TYPE C | | | 0013 211-02060 501.200 m3 | 36.00000 18043.20| 34.00000 17040.80| 21.00000 10525.20 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 1475.100 Mg | 19.80000 29206.98| 17.00000 25076.70| 25.00000 36877.50 COMPACTED AGGREGATE, O, 53 | | | 0015 401-06264 LUMP| 1700.00000 1700.00| 1700.00000 1700.00| 3500.00000 3500.00 PROFILOGRAPH, HMA | | | 0016 402-05468 1131.600 Mg | 39.60000 44811.36| 38.00000 43000.80| 38.00000 43000.80 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05470 440.100 Mg | 38.50000 16943.85| 38.00000 16723.80| 43.00000 18924.30 HMA BASE C25.0 mm, MAINLINE | | | 0018 402-05474 546.700 Mg | 39.60000 21649.32| 40.00000 21868.00| 41.00000 22414.70 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 262.200 Mg | 49.60000 13005.12| 45.00000 11799.00| 53.00000 13896.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 841.200 Mg | 38.50000 32386.20| 38.00000 31965.60| 38.00000 31965.60 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-0999231 |(9) 35-0918397 |JOHNSON COMPANY INC. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05490 233.700 Mg | 52.80000 12339.36| 45.00000 10516.50| 53.00000 12386.10 HMA SURFACE 9.5 mm, SHOULDER | | | 0022 404-05511 3385.400 m2 | 1.50000 5078.10| 1.40000 4739.56| 2.20000 7447.88 SEAL COAT, 2 | | | 0023 405-05518 4296.800 m2 | 0.50000 2148.40| 0.05000 214.84| 0.50000 2148.40 ASPHALT FOR PRIME COAT | | | 0024 406-05520 4.000 Mg | 190.00000 760.00| 190.00000 760.00| 200.00000 800.00 ASPHALT FOR TACK COAT | | | 0025 601-01839 2.000 EACH| 1622.50000 3245.00| 1620.00000 3240.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-94689 2.000 EACH| 2145.00000 4290.00| 2140.00000 4280.00| 1900.00000 3800.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 222.885 m | 32.18000 7172.44| 32.00000 7132.32| 31.00000 6909.44 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 283.600 Mg | 66.00000 18717.60| 66.00000 18717.60| 80.00000 22688.00 HMA FOR APPROACHES | | | 0029 611-06497 6.000 EACH| 192.50000 1155.00| 190.00000 1140.00| 120.00000 720.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 23.000 EACH| 110.60000 2543.80| 120.00000 2760.00| 120.00000 2760.00 RIGHT OF WAY MARKER | | | 0031 615-06500 3.000 EACH| 495.00000 1485.00| 490.00000 1470.00| 540.00000 1620.00 MONUMENT, A | | | 0032 616-02320 370.000 m2 | 5.60000 2072.00| 2.10000 777.00| 4.00000 1480.00 GEOTEXTILES | | | 0033 616-05689 216.000 Mg | 40.00000 8640.00| 35.00000 7560.00| 53.00000 11448.00 RIPRAP, CLASS 2 | | | 0034 616-06451 80.000 Mg | 30.00000 2400.00| 30.00000 2400.00| 51.00000 4080.00 RIPRAP, UNIFORM | | | 0035 621-01004 3.000 EACH| 418.00000 1254.00| 330.00000 990.00| 400.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-02770 1472.000 m2 | 19.80000 29145.60| 1.90000 2796.80| 2.00000 2944.00 EROSION CONTROL BLANKET | | | 0037 621-06545 0.300 Mg | 749.10000 224.73| 810.00000 243.00| 720.00000 216.00 FERTILIZER | | | 0038 621-06548 3.000 kg | 72.60000 217.80| 60.00000 180.00| 69.00000 207.00 SEED MIXTURE, CV | | | 0039 621-06553 50.000 kg | 7.87000 393.50| 8.50000 425.00| 7.50000 375.00 SEED MIXTURE, R | | | 0040 621-06557 12.000 kg | 10.50000 126.00| 48.00000 576.00| 10.00000 120.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-0999231 |(9) 35-0918397 |JOHNSON COMPANY INC. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06565 1.800 Mg | 570.90000 1027.62| 620.00000 1116.00| 540.00000 972.00 MULCHING MATERIAL | | | 0042 621-06567 91.000 kL | 1.50000 136.50| 0.60000 54.60| 1.40000 127.40 WATER | | | 0043 621-06574 317.000 m2 | 3.36000 1065.12| 3.50000 1109.50| 3.20000 1014.40 SODDING | | | 0044 621-06575 4725.000 m2 | 3.36000 15876.00| 3.50000 16537.50| 3.20000 15120.00 SODDING, NURSERY | | | 0045 702-51015 31.000 m3 | 600.00000 18600.00| 470.00000 14570.00| 620.00000 19220.00 CONCRETE, B, FOOTINGS | | | 0046 702-93722 15.500 m3 | 900.00000 13950.00| 1420.00000 22010.00| 1900.00000 29450.00 CONCRETE, C | | | 0047 703-51030 2560.000 kg | 4.00000 10240.00| 2.50000 6400.00| 1.80000 4608.00 REINFORCING STEEL | | | 0048 714-26717 32.400 m | 3120.00000 101088.00| 2200.00000 71280.00| 3400.00000 110160.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0049 715-03475 5.000 EACH| 200.00000 1000.00| 620.00000 3100.00| 350.00000 1750.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0050 715-05048 1042.000 m | 11.00000 11462.00| 8.10000 8440.20| 9.50000 9899.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05053 53.000 m | 32.00000 1696.00| 49.00000 2597.00| 42.00000 2226.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0052 715-05169 25.500 m | 90.00000 2295.00| 130.00000 3315.00| 93.00000 2371.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05173 20.000 m | 110.00000 2200.00| 160.00000 3200.00| 120.00000 2400.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0054 715-05208 3.000 m | 90.00000 270.00| 240.00000 720.00| 120.00000 360.00 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0055 715-46020 2.000 EACH| 400.00000 800.00| 500.00000 1000.00| 390.00000 780.00 PIPE END SECTION, 600 mm | | | 0056 718-06531 6.000 EACH| 500.00000 3000.00| 450.00000 2700.00| 630.00000 3780.00 OUTLET PROTECTOR, 3 | | | 0057 718-52610 206.000 m3 | 40.00000 8240.00| 49.00000 10094.00| 42.00000 8652.00 AGGREGATE FOR UNDERDRAINS | | | 0058 718-99153 2206.000 m2 | 2.65000 5845.90| 0.50000 1103.00| 2.00000 4412.00 GEOTEXTILES FOR UNDERDRAIN | | | 0059 719-35020 15.000 m | 39.00000 585.00| 51.00000 765.00| 80.00000 1200.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0060 719-35025 15.000 m | 45.00000 675.00| 56.00000 840.00| 85.00000 1275.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-0999231 |(9) 35-0918397 |JOHNSON COMPANY INC. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-04308 6.000 EACH| 132.00000 792.00| 110.00000 660.00| 130.00000 780.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06605 8.000 EACH| 66.00000 528.00| 88.00000 704.00| 63.00000 504.00 BARRICADE, IIIA | | | 0063 801-06606 4.000 EACH| 77.00000 308.00| 93.00000 372.00| 74.00000 296.00 BARRICADE, IIIB | | | 0064 801-06625 25.000 EACH| 104.50000 2612.50| 77.00000 1925.00| 100.00000 2500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 9.000 EACH| 93.50000 841.50| 82.00000 738.00| 89.00000 801.00 CONSTRUCTION SIGN, A | | | 0066 801-06775 LUMP| 25000.00000 25000.00| 14817.20000 14817.20| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0067 802-05701 17.200 m | 35.75000 614.90| 38.00000 653.60| 37.00000 636.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 2.180 m2 | 181.94000 396.63| 200.00000 436.00| 190.00000 414.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 804-06770 6.000 EACH| 20.35000 122.10| 55.00000 330.00| 16.00000 96.00 DELINEATOR POST | | | 0070 805-01844 19.000 m | 33.00000 627.00| 36.00000 684.00| 35.00000 665.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0071 805-01881 1.000 EACH| 4400.00000 4400.00| 2225.00000 2225.00| 2300.00000 2300.00 FLASHING BEACON, WITH STOP AHEAD SIGN, | | | 150 mm BEAM AND FOUNDATION | | | 0072 805-02087 LUMP| 165.00000 165.00| 130.00000 130.00| 130.00000 130.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0073 805-02437 1.000 EACH| 550.00000 550.00| 270.00000 270.00| 260.00000 260.00 CONTROLLER, RELOCATE AND REWIRE , | | | FLASHER | | | 0074 805-04980 1.000 EACH| 1650.00000 1650.00| 1900.00000 1900.00| 2000.00000 2000.00 FLASHING BEACON WITH SCHOOL SPEED ZONE | | | SIGN, 150 mm BEAM AND FOUNDATION | | | 0075 805-78010 1.000 EACH| 1100.00000 1100.00| 940.00000 940.00| 900.00000 900.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0076 805-78445 2.000 EACH| 440.00000 880.00| 520.00000 1040.00| 500.00000 1000.00 SIGNAL SERVICE | | | 0077 805-78467 30.000 m | 4.95000 148.50| 2.20000 66.00| 2.10000 63.00 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 111 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 764,465.11 ROUTE : SR 32 CALL ORDER : 111 CONTRACT ID : R -26037-A COUNTIES : BOONE LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-0999231 |(9) 35-0918397 |JOHNSON COMPANY INC. |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78480 32.000 m | 3.85000 123.20| 1.70000 54.40| 1.60000 51.20 SIGNAL CABLE, 3C 14GA. | | | 0079 805-97042 2.000 EACH| 605.00000 1210.00| 370.00000 740.00| 380.00000 760.00 SIGNAL, POLE, WOOD, 5, 10.7 m | | | 0080 808-06703 1211.000 m | 1.10000 1332.10| 0.90000 1089.90| 1.00000 1211.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-75245 2240.000 m | 1.10000 2464.00| 0.90000 2016.00| 1.00000 2240.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0082 808-75996 53.000 EACH| 15.00000 795.00| 15.00000 795.00| 8.00000 424.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 808-75998 53.000 EACH| 28.00000 1484.00| 50.00000 2650.00| 26.00000 1378.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 746,385.93| $ 751,369.02| $ 839,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 746,385.93| $ 751,369.02| $ 839,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,307.80 ROUTE : SR 101 CALL ORDER : 341 CONTRACT ID : B -25818-A COUNTIES : DEKALB LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5517010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 617,933.68 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 632,299.17 102.3247% 3 35-1058755 BAKER & SCHULTZ, INC. CONDITIONAL BID $ 636,835.98 103.0589% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 796,475.31 128.8933% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1058755 |PRIMCO, INC. |MCCOY, R.L., INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3505.20000 3505.20| 12000.00000 12000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2326.92000 23269.20| 2200.00000 22000.00| 2625.00000 26250.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30896.68000 30896.68| 32000.00000 32000.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 144.600 m2 | 25.00000 3615.00| 18.00000 2602.80| 19.40000 2805.24 PAVEMENT, REMOVE | | | 0005 202-02241 189.000 m | 13.00000 2457.00| 13.00000 2457.00| 13.00000 2457.00 GUARDRAIL, REMOVE | | | 0006 202-51133 172.600 m | 2.20000 379.72| 8.00000 1380.80| 10.00000 1726.00 RAILING, REMOVE | | | 0007 202-51328 LUMP| 79678.41000 79678.41| 82000.00000 82000.00| 83350.00000 83350.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 284.000 m2 | 9.00000 2556.00| 9.00000 2556.00| 7.00000 1988.00 SURFACE MILLING, ASPHALT | | | 0009 211-06467 36.000 m3 | 69.00000 2484.00| 28.00000 1008.00| 26.00000 936.00 AGGREGATE FOR END BENT BACKFILL | | | 0010 301-07448 368.000 Mg | 33.03000 12155.04| 20.00000 7360.00| 33.35000 12272.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 405-05518 180.000 m2 | 1.50000 270.00| 1.50000 270.00| 1.50000 270.00 ASPHALT FOR PRIME COAT | | | 0012 406-05521 1030.000 m2 | 0.14000 144.20| 0.14000 144.20| 0.14000 144.20 ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-01700 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,307.80 ROUTE : SR 101 CALL ORDER : 341 CONTRACT ID : B -25818-A COUNTIES : DEKALB LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1058755 |PRIMCO, INC. |MCCOY, R.L., INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 3.000 EACH| 1900.00000 5700.00| 1900.00000 5700.00| 1900.00000 5700.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 238.125 m | 28.96000 6896.10| 29.00000 6905.63| 28.96000 6896.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06729 16.000 EACH| 8.60000 137.60| 10.00000 160.00| 10.00000 160.00 BARRIER DELINEATOR | | | 0018 610-06257 198.600 m2 | 60.00000 11916.00| 74.00000 14696.40| 54.00000 10724.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0019 610-07487 139.800 Mg | 45.00000 6291.00| 45.00000 6291.00| 45.00000 6291.00 HMA FOR APPROACHES, TYPE B | | | 0020 616-02320 1005.000 m2 | 2.60000 2613.00| 3.00000 3015.00| 2.75000 2763.75 GEOTEXTILES | | | 0021 616-06405 477.000 Mg | 18.00000 8586.00| 22.00000 10494.00| 17.00000 8109.00 RIPRAP, REVETMENT | | | 0022 621-06574 48.300 m2 | 60.94000 2943.40| 61.00000 2946.30| 65.00000 3139.50 SODDING | | | 0023 701-98647 30.500 m | 100.00000 3050.00| 120.00000 3660.00| 95.00000 2897.50 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0024 702-51005 40.500 m3 | 1000.00000 40500.00| 1400.00000 56700.00| 460.00000 18630.00 CONCRETE, A, SUBSTRUCTURE | | | 0025 702-51110 2338.000 kg | 5.50000 12859.00| 8.00000 18704.00| 5.70000 13326.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0026 702-51863 200.000 EACH| 12.50000 2500.00| 12.00000 2400.00| 10.00000 2000.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-51030 2640.000 kg | 1.20000 3168.00| 1.15000 3036.00| 1.15000 3036.00 REINFORCING STEEL | | | 0028 703-51032 45927.000 kg | 1.35000 62001.45| 1.25000 57408.75| 1.20000 55112.40 REINFORCING STEEL, EPOXY COATED | | | 0029 704-05892 224.900 m3 | 500.00000 112450.00| 400.00000 89960.00| 500.00000 112450.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH| 1110.00000 4440.00| 1500.00000 6000.00| 1050.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51025 172.200 m | 104.00000 17908.80| 95.00000 16359.00| 91.00000 15670.20 CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 4.01000 4.01| 7500.00000 7500.00| 7470.00000 7470.00 SURFACE SEAL | | | 0033 711-51038 LUMP| 99776.88000 99776.88| 80000.00000 80000.00| 116630.00000 116630.00 STRUCTURAL STEEL | | | 0034 711-51864 130.000 EACH| 16.75000 2177.50| 15.00000 1950.00| 18.00000 2340.00 DRILLED HOLE IN STEEL, 24 mm DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,307.80 ROUTE : SR 101 CALL ORDER : 341 CONTRACT ID : B -25818-A COUNTIES : DEKALB LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1057237 |(3) 35-1058755 |PRIMCO, INC. |MCCOY, R.L., INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 711-51866 20.000 EACH| 4.60000 92.00| 20.00000 400.00| 75.00000 1500.00 RIVET, REMOVE | | | 0036 711-51877 LUMP| 13000.00000 13000.00| 32000.00000 32000.00| 2000.00000 2000.00 JACKING AND SUPPORTING BEAMS | | | 0037 711-96800 2160.000 EACH| 2.00000 4320.00| 3.00000 6480.00| 2.00000 4320.00 STUD SHEAR CONNECTOR | | | 0038 715-05407 15.000 m | 125.00000 1875.00| 35.00000 525.00| 15.00000 225.00 PIPE, END BENT DRAIN, 150 mm | | | 0039 715-92537 14.600 m | 232.00000 3387.20| 40.00000 584.00| 40.00000 584.00 PIPE, PVC, 200 mm | | | 0040 724-51925 25.600 m | 340.00000 8704.00| 275.00000 7040.00| 330.00000 8448.00 STRUCTURAL EXPANSION JOINT, SS | | | 0041 726-92406 14.000 EACH| 200.00000 2800.00| 400.00000 5600.00| 872.00000 12208.00 BEARING ASSEMBLY, ELASTOMERIC , EB-1 | | | 0042 726-92406 14.000 EACH| 280.00000 3920.00| 500.00000 7000.00| 950.00000 13300.00 BEARING ASSEMBLY, ELASTOMERIC , EB-2 | | | 0043 801-04308 6.000 EACH| 116.00000 696.00| 116.00000 696.00| 116.00000 696.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 25.000 EACH| 51.00000 1275.00| 51.00000 1275.00| 51.00000 1275.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 24.000 EACH| 62.00000 1488.00| 62.00000 1488.00| 62.00000 1488.00 CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 1.00000 1.00| 500.00000 500.00| 11000.00000 11000.00 MAINTAINING TRAFFIC | | | 0047 801-07118 12.000 m | 80.00000 960.00| 80.00000 960.00| 80.00000 960.00 BARRICADE, III-A | | | 0048 801-07119 7.200 m | 27.00000 194.40| 27.00000 194.40| 27.00000 194.40 BARRICADE, III-B | | | 0049 808-06713 560.900 m | 1.35000 757.22| 1.35000 757.22| 1.35000 757.22 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 544.200 m | 1.35000 734.67| 1.35000 734.67| 1.35000 734.67 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 617,933.68| $ 632,299.17| $ 636,835.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 617,933.68| $ 632,299.17| $ 636,835.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,307.80 ROUTE : SR 101 CALL ORDER : 341 CONTRACT ID : B -25818-A COUNTIES : DEKALB LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2700.00000 2700.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1200.00000 12000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 39000.00000 39000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 144.600 m2 | 21.70000 3137.82| | PAVEMENT, REMOVE | | | 0005 202-02241 189.000 m | 13.00000 2457.00| | GUARDRAIL, REMOVE | | | 0006 202-51133 172.600 m | 52.00000 8975.20| | RAILING, REMOVE | | | 0007 202-51328 LUMP| 118269.10000 118269.10| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 284.000 m2 | 4.95000 1405.80| | SURFACE MILLING, ASPHALT | | | 0009 211-06467 36.000 m3 | 34.20000 1231.20| | AGGREGATE FOR END BENT BACKFILL | | | 0010 301-07448 368.000 Mg | 29.80000 10966.40| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 405-05518 180.000 m2 | 1.50000 270.00| | ASPHALT FOR PRIME COAT | | | 0012 406-05521 1030.000 m2 | 0.14000 144.20| | ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-01700 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-94689 3.000 EACH| 1900.00000 5700.00| | GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 238.125 m | 28.96000 6896.10| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06729 16.000 EACH| 7.00000 112.00| | BARRIER DELINEATOR | | | 0018 610-06257 198.600 m2 | 52.90000 10505.94| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0019 610-07487 139.800 Mg | 45.00000 6291.00| | HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 341 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,307.80 ROUTE : SR 101 CALL ORDER : 341 CONTRACT ID : B -25818-A COUNTIES : DEKALB LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-02320 1005.000 m2 | 1.50000 1507.50| | GEOTEXTILES | | | 0021 616-06405 477.000 Mg | 22.60000 10780.20| | RIPRAP, REVETMENT | | | 0022 621-06574 48.300 m2 | 22.20000 1072.26| | SODDING | | | 0023 701-98647 30.500 m | 220.00000 6710.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0024 702-51005 40.500 m3 | 1713.20000 69384.60| | CONCRETE, A, SUBSTRUCTURE | | | 0025 702-51110 2338.000 kg | 4.90000 11456.20| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0026 702-51863 200.000 EACH| 7.70000 1540.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-51030 2640.000 kg | 1.50000 3960.00| | REINFORCING STEEL | | | 0028 703-51032 45927.000 kg | 1.50000 68890.50| | REINFORCING STEEL, EPOXY COATED | | | 0029 704-05892 224.900 m3 | 629.80000 141642.02| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH| 1050.00000 4200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51025 172.200 m | 91.00000 15670.20| | CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 7470.00000 7470.00| | SURFACE SEAL | | | 0033 711-51038 LUMP| 130149.80000 130149.80| | STRUCTURAL STEEL | | | 0034 711-51864 130.000 EACH| 7.20000 936.00| | DRILLED HOLE IN STEEL, 24 mm DIA. | | | 0035 711-51866 20.000 EACH| 11.30000 226.00| | RIVET, REMOVE | | | 0036 711-51877 LUMP| 36391.40000 36391.40| | JACKING AND SUPPORTING BEAMS | | | 0037 711-96800 2160.000 EACH| 1.80000 3888.00| | STUD SHEAR CONNECTOR | | | 0038 715-05407 15.000 m | 6.30000 94.50| | PIPE, END BENT DRAIN, 150 mm | | | 0039 715-92537 14.600 m | 15.80000 230.68| | PIPE, PVC, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/18/03 PAGE : 341 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,307.80 ROUTE : SR 101 CALL ORDER : 341 CONTRACT ID : B -25818-A COUNTIES : DEKALB LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 724-51925 25.600 m | 386.50000 9894.40| | STRUCTURAL EXPANSION JOINT, SS | | | 0041 726-92406 14.000 EACH| 757.20000 10600.80| | BEARING ASSEMBLY, ELASTOMERIC , EB-1 | | | 0042 726-92406 14.000 EACH| 971.70000 13603.80| | BEARING ASSEMBLY, ELASTOMERIC , EB-2 | | | 0043 801-04308 6.000 EACH| 116.00000 696.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 25.000 EACH| 51.00000 1275.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 24.000 EACH| 62.00000 1488.00| | CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 3609.40000 3609.40| | MAINTAINING TRAFFIC | | | 0047 801-07118 12.000 m | 80.00000 960.00| | BARRICADE, III-A | | | 0048 801-07119 7.200 m | 27.00000 194.40| | BARRICADE, III-B | | | 0049 808-06713 560.900 m | 1.35000 757.22| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 544.200 m | 1.35000 734.67| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 796,475.31| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 796,475.31| | ====================================================================================================================================