INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 152 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,371.07 ROUTE : SR 37 CALL ORDER : 152 CONTRACT ID : R -28442-A COUNTIES : ALLEN LETTING DATE : 12/13/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/11/07 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 $ 755,559.00 100.0000% 2 35-1139301 E & B PAVING INC $ 846,974.32 112.0990% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 1,007,400.54 133.3318% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |PIONEER ASSOCIATES, 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 | 13717.27000 13717.27| 15000.00000 15000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1200.00000 10800.00| 1200.00000 10800.00| 1600.00000 14400.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 37500.00000 37500.00| 42000.00000 42000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 15100.00000 15100.00| 16900.00000 16900.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 534.000 SYS | 12.00000 6408.00| 16.00000 8544.00| 10.00000 5340.00 PAVEMENT REMOVAL | | | 0008 202-02241 525.650 LFT | 4.20000 2207.73| 4.20000 2207.73| 6.25000 3285.31 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 20000.00000 20000.00| 35000.00000 35000.00| 76500.00000 76500.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 4268.000 CYS | 20.00000 85360.00| 12.00000 51216.00| 23.00000 98164.00 EXCAVATION, COMMON | | | 0011 203-02070 177.000 CYS | 30.00000 5310.00| 16.00000 2832.00| 21.00000 3717.00 BORROW | | | 0012 203-51223 277.000 CYS | 20.00000 5540.00| 22.00000 6094.00| 31.00000 8587.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 152 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,371.07 ROUTE : SR 37 CALL ORDER : 152 CONTRACT ID : R -28442-A COUNTIES : ALLEN LETTING DATE : 12/13/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06931 121.000 TON | 25.00000 3025.00| 20.00000 2420.00| 82.00000 9922.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 228.000 LFT | 10.45000 2382.60| 3.00000 684.00| 10.45000 2382.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06937 1012.000 LFT | 1.55000 1568.60| 1.55000 1568.60| 3.00000 3036.00 TEMPORARY SILT FENCE | | | 0016 207-08263 5034.000 SYS | 13.50000 67959.00| 12.00000 60408.00| 16.00000 80544.00 SUBGRADE TREATMENT, TYPE IA | | | 0017 211-07454 618.400 CYS | 25.00000 15460.00| 40.00000 24736.00| 50.00000 30920.00 STRUCTURE BACKFILL | | | 0018 213-08058 185.400 CYS | 70.00000 12978.00| 100.00000 18540.00| 130.00000 24102.00 FLOWABLE BACKFILL | | | 0019 301-07448 3111.300 TON | 13.00000 40446.90| 12.00000 37335.60| 16.00000 49780.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08043 640.000 SYS | 11.00000 7040.00| 7.50000 4800.00| 8.00000 5120.00 MILLING, TRANSITION | | | 0021 402-07432 307.600 TON | 47.25000 14534.10| 70.00000 21532.00| 47.25000 14534.10 HMA SURFACE, TYPE A | | | 0022 402-07434 508.700 TON | 55.00000 27978.50| 70.00000 35609.00| 66.00000 33574.20 HMA SURFACE, TYPE C | | | 0023 402-07439 886.800 TON | 41.00000 36358.80| 40.00000 35472.00| 41.00000 36358.80 HMA INTERMEDIATE, TYPE C | | | 0024 402-07440 922.800 TON | 39.50000 36450.60| 40.00000 36912.00| 39.50000 36450.60 HMA BASE, TYPE A | | | 0025 402-07442 360.200 TON | 40.50000 14588.10| 55.00000 19811.00| 40.50000 14588.10 HMA BASE, TYPE C | | | 0026 406-05520 4.740 TON | 250.00000 1185.00| 1.00000 4.74| 250.00000 1185.00 ASPHALT FOR TACK COAT | | | 0027 601-06854 4.000 EACH | 2300.00000 9200.00| 2300.00000 9200.00| 2525.00000 10100.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 8.000 EACH | 2400.00000 19200.00| 2400.00000 19200.00| 2340.00000 18720.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 1518.500 LFT | 15.00000 22777.50| 15.00000 22777.50| 15.05000 22853.43 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 610-07486 61.300 TON | 70.00000 4291.00| 100.00000 6130.00| 70.00000 4291.00 HMA FOR APPROACHES, TYPE A | | | 0031 611-06497 3.000 EACH | 160.00000 480.00| 160.00000 480.00| 180.00000 540.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 23.000 EACH | 135.00000 3105.00| 135.00000 3105.00| 114.00000 2622.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 152 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,371.07 ROUTE : SR 37 CALL ORDER : 152 CONTRACT ID : R -28442-A COUNTIES : ALLEN LETTING DATE : 12/13/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 615-06505 4.000 EACH | 470.00000 1880.00| 470.00000 1880.00| 535.00000 2140.00 MONUMENT, B | | | 0034 616-02320 322.100 SYS | 3.00000 966.30| 1.50000 483.15| 4.00000 1288.40 GEOTEXTILES | | | 0035 616-05689 89.500 TON | 45.00000 4027.50| 45.00000 4027.50| 80.00000 7160.00 RIPRAP, CLASS 2 | | | 0036 616-06405 66.800 TON | 25.00000 1670.00| 45.00000 3006.00| 47.00000 3139.60 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.100 TON | 605.00000 665.50| 805.00000 885.50| 805.00000 885.50 FERTILIZER | | | 0039 621-06553 347.000 LBS | 4.24000 1471.28| 4.24000 1471.28| 4.24000 1471.28 SEED MIXTURE, R | | | 0040 621-06565 4.400 TON | 610.00000 2684.00| 610.00000 2684.00| 610.00000 2684.00 MULCHING MATERIAL | | | 0041 621-06567 7.400 kGAL | 30.00000 222.00| 30.00000 222.00| 30.00000 222.00 WATER | | | 0042 621-06574 881.600 SYS | 4.05000 3570.48| 4.05000 3570.48| 4.05000 3570.48 SODDING | | | 0043 621-06575 970.800 SYS | 4.05000 3931.74| 4.05000 3931.74| 4.05000 3931.74 SODDING, NURSERY | | | 0044 714-01366 52.000 LFT | 800.00000 41600.00| 720.00000 37440.00| 1200.00000 62400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. , 10 FT. X 4 | | | FT. | | | 0045 714-08070 52.000 LFT | 1400.00000 72800.00| 1220.00000 63440.00| 2300.00000 119600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 6 FT. | | | 0046 715-05048 200.000 LFT | 8.00000 1600.00| 5.00000 1000.00| 15.00000 3000.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0047 715-05049 200.000 LFT | 10.00000 2000.00| 5.00000 1000.00| 16.00000 3200.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0048 715-05051 200.000 LFT | 12.00000 2400.00| 5.00000 1000.00| 17.00000 3400.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0049 715-05169 132.000 LFT | 40.00000 5280.00| 35.00000 4620.00| 39.00000 5148.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0050 715-46005 6.000 EACH | 350.00000 2100.00| 300.00000 1800.00| 290.00000 1740.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 152 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 901,371.07 ROUTE : SR 37 CALL ORDER : 152 CONTRACT ID : R -28442-A COUNTIES : ALLEN LETTING DATE : 12/13/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 723-06660 73.500 SYS | 610.00000 44835.00| 1350.00000 99225.00| 890.00000 65415.00 WINGWALL | | | 0052 801-04308 2.000 EACH | 975.00000 1950.00| 975.00000 1950.00| 910.00000 1820.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 31.000 EACH | 83.50000 2588.50| 83.50000 2588.50| 80.00000 2480.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 20.000 EACH | 158.00000 3160.00| 158.00000 3160.00| 149.00000 2980.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP | 4385.00000 4385.00| 43500.00000 43500.00| 10700.00000 10700.00 MAINTAINING TRAFFIC | | | 0056 801-07118 96.000 LFT | 8.25000 792.00| 8.25000 792.00| 8.10000 777.60 BARRICADE, III-A | | | 0057 801-07119 96.000 LFT | 5.50000 528.00| 5.50000 528.00| 5.75000 552.00 BARRICADE, III-B | | | 0059 802-07060 2.000 EACH | 110.00000 220.00| 110.00000 220.00| 88.00000 176.00 SIGN, SHEET, RELOCATE | | | 0060 804-06725 3.000 EACH | 25.00000 75.00| 25.00000 75.00| 26.00000 78.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0062 808-01226 35.000 EACH | 22.40000 784.00| 22.40000 784.00| 22.40000 784.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0065 802-02922 11.000 LFT | 30.00000 330.00| 30.00000 330.00| 18.00000 198.00 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE , 1 | | | 0066 808-03631 5200.000 LFT | 0.34000 1768.00| 0.34000 1768.00| 0.34000 1768.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0067 808-04896 650.000 LFT | 0.34000 221.00| 0.34000 221.00| 0.34000 221.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0068 303-60012 70.000 TON | 15.00000 1050.00| 100.00000 7000.00| 40.00000 2800.00 AGGREGATE, 2 | | | SECTION TOTALS | $ 755,559.00| $ 846,974.32| $ 1,007,400.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 755,559.00| $ 846,974.32| $ 1,007,400.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 183 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,273,684.56 ROUTE : US35 CALL ORDER : 183 CONTRACT ID : RS-28893-A COUNTIES : STARKE LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/23/07 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 $ 940,189.82 100.0000% 2 35-1120685 WALSH & KELLY INC $ 972,920.70 103.4813% 3 35-1139301 E & B PAVING INC $ 1,081,464.51 115.0262% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,125,835.79 119.7456% 5 35-0997978 PHEND & BROWN INC $ 1,126,385.17 119.8040% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1120685 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC |E & B PAVING INC 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 | 3000.00000 3000.00| 1750.00000 1750.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1585.83000 9514.98| 2600.00000 15600.00| 2000.00000 12000.00 FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 79.97000 239.91| 100.00000 300.00| 50.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 18.000 MOS | 35.99000 647.82| 200.00000 3600.00| 60.00000 1080.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 47000.00000 47000.00| 47000.00000 47000.00| 54400.00000 54400.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 325.000 LFT | 4.00000 1300.00| 4.65000 1511.25| 4.00000 1300.00 GUARDRAIL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 183 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,273,684.56 ROUTE : US35 CALL ORDER : 183 CONTRACT ID : RS-28893-A COUNTIES : STARKE LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1120685 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-02928 2.000 EACH | 540.00000 1080.00| 700.00000 1400.00| 400.00000 800.00 CATCH BASIN, REMOVE | | | 0012 202-93741 3.000 EACH | 200.00000 600.00| 175.00000 525.00| 200.00000 600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 300.000 CYS | 10.00000 3000.00| 18.00000 5400.00| 35.00000 10500.00 EXCAVATION, COMMON | | | 0014 203-02080 0.200 MILE | 15800.00000 3160.00| 20000.00000 4000.00| 1000.00000 200.00 LINEAR GRADING | | | 0015 207-08268 600.000 SYS | 11.25000 6750.00| 12.00000 7200.00| 30.00000 18000.00 SUBGRADE TREATMENT, TYPE IV | | | 0016 211-07454 4.000 CYS | 5.00000 20.00| 50.00000 200.00| 4.00000 16.00 STRUCTURE BACKFILL | | | 0017 303-07449 3960.000 TON | 1.00000 3960.00| 13.00000 51480.00| 4.00000 15840.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 380.000 TON | 66.00000 25080.00| 65.00000 24700.00| 80.00000 30400.00 HMA PATCHING, TYPE B | | | 0019 306-08033 126421.000 SYS | 0.01000 1264.21| 0.60000 75852.60| 0.49000 61946.29 MILLING, ASPHALT, 1 IN. | | | 0020 306-08043 371.000 SYS | 0.01000 3.71| 2.50000 927.50| 0.49000 181.79 MILLING, TRANSITION | | | 0021 306-08432 11470.000 SYS | 0.01000 114.70| 1.75000 20072.50| 0.01000 114.70 MILLING, APPROACH | | | 0022 401-05467 14350.000 LFT | 0.20000 2870.00| 0.11000 1578.50| 0.01000 143.50 MILLED HMA CORRUGATIONS | | | 0023 401-06264 LUMP | 5000.00000 5000.00| 1700.00000 1700.00| 3300.00000 3300.00 PROFILOGRAPH, HMA | | | 0024 401-07321 10926.000 TON | 48.00000 524448.00| 46.50000 508059.00| 61.00000 666486.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 402-07433 49.000 TON | 78.50000 3846.50| 65.00000 3185.00| 61.00000 2989.00 HMA SURFACE, TYPE B | | | 0026 402-07438 82.000 TON | 61.90000 5075.80| 58.00000 4756.00| 61.00000 5002.00 HMA INTERMEDIATE, TYPE B | | | 0027 402-07441 294.000 TON | 52.35000 15390.90| 55.00000 16170.00| 61.00000 17934.00 HMA BASE, TYPE B | | | 0028 406-05520 33.300 TON | 1.00000 33.30| 440.00000 14652.00| 100.00000 3330.00 ASPHALT FOR TACK COAT | | | 0029 601-01839 1.000 EACH | 1600.00000 1600.00| 2150.00000 2150.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 183 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,273,684.56 ROUTE : US35 CALL ORDER : 183 CONTRACT ID : RS-28893-A COUNTIES : STARKE LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1120685 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 601-06854 2.000 EACH | 2300.00000 4600.00| 2950.00000 5900.00| 2300.00000 4600.00 GUARDRAIL, W-BEAM, NESTED | | | 0031 601-08434 1.000 EACH | 1100.00000 1100.00| 825.00000 825.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0032 601-94689 3.000 EACH | 2400.00000 7200.00| 2725.00000 8175.00| 2400.00000 7200.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 175.000 LFT | 18.00000 3150.00| 17.50000 3062.50| 18.00000 3150.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07487 678.000 TON | 25.00000 16950.00| 72.00000 48816.00| 100.00000 67800.00 HMA FOR APPROACHES, TYPE B | | | 0035 611-06497 1.000 EACH | 150.00000 150.00| 140.00000 140.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-95023 1.000 EACH | 200.00000 200.00| 100.00000 100.00| 150.00000 150.00 MAILBOX ASSEMBLY, RESET | | | 0037 615-06520 9.000 EACH | 330.00000 2970.00| 500.00000 4500.00| 450.00000 4050.00 MONUMENT, RE-ESTABLISH | | | 0038 616-06451 100.000 TON | 36.00000 3600.00| 38.00000 3800.00| 40.00000 4000.00 RIPRAP, UNIFORM | | | 0039 621-01004 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 400.000 SYS | 2.05000 820.00| 2.05000 820.00| 2.05000 820.00 MULCHED SEEDING, R | | | 0041 621-06574 250.000 SYS | 12.75000 3187.50| 12.75000 3187.50| 12.75000 3187.50 SODDING | | | 0042 720-45205 2.000 EACH | 2025.00000 4050.00| 2000.00000 4000.00| 3987.54000 7975.08 CATCH BASIN, A2 | | | 0043 801-01093 10.000 EACH | 425.00000 4250.00| 425.00000 4250.00| 300.00000 3000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0044 801-06203 3227.000 LFT | 0.18000 580.86| 0.01000 32.27| 0.60000 1936.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 3230.000 LFT | 0.74000 2390.20| 1.50000 4845.00| 0.96000 3100.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 38.000 EACH | 90.00000 3420.00| 112.00000 4256.00| 90.00000 3420.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 178070.00000 178070.00| 21894.90000 21894.90| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 183 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,273,684.56 ROUTE : US35 CALL ORDER : 183 CONTRACT ID : RS-28893-A COUNTIES : STARKE LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1120685 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 802-07060 1.000 EACH | 100.00000 100.00| 210.00000 210.00| 109.40000 109.40 SIGN, SHEET, RELOCATE | | | 0049 804-93726 2.000 EACH | 30.00000 60.00| 70.00000 140.00| 50.00000 100.00 DELINEATOR FLEXIBLE GRAY | | | 0050 808-75205 67584.000 LFT | 0.27000 18247.68| 0.27000 18247.68| 0.27000 18247.68 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0051 808-75240 6520.000 LFT | 0.27000 1760.40| 0.27000 1760.40| 0.27000 1760.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0052 808-75245 26410.000 LFT | 0.27000 7130.70| 0.27000 7130.70| 0.27000 7130.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0053 808-75297 124.000 LFT | 5.35000 663.40| 5.35000 663.40| 2.70000 334.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75996 571.000 EACH | 2.50000 1427.50| 4.50000 2569.50| 5.77000 3294.67 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 571.000 EACH | 15.25000 8707.75| 16.50000 9421.50| 30.00000 17130.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 940,189.82| $ 972,920.70| $ 1,081,464.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 940,189.82| $ 972,920.70| $ 1,081,464.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 183 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,273,684.56 ROUTE : US35 CALL ORDER : 183 CONTRACT ID : RS-28893-A COUNTIES : STARKE LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( ) |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC | 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 | 1775.00000 1775.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1850.00000 11100.00| 2700.00000 16200.00| FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 217.50000 652.50| 300.00000 900.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 18.000 MOS | 163.00000 2934.00| 70.00000 1260.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 28650.00000 28650.00| 55000.00000 55000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 325.000 LFT | 4.88000 1586.00| 4.00000 1300.00| GUARDRAIL, REMOVE | | | 0011 202-02928 2.000 EACH | 500.00000 1000.00| 850.00000 1700.00| CATCH BASIN, REMOVE | | | 0012 202-93741 3.000 EACH | 620.28000 1860.84| 200.00000 600.00| GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 300.000 CYS | 15.00000 4500.00| 26.00000 7800.00| EXCAVATION, COMMON | | | 0014 203-02080 0.200 MILE | 11000.00000 2200.00| 21000.00000 4200.00| LINEAR GRADING | | | 0015 207-08268 600.000 SYS | 19.50000 11700.00| 23.00000 13800.00| SUBGRADE TREATMENT, TYPE IV | | | 0016 211-07454 4.000 CYS | 27.25000 109.00| 35.00000 140.00| STRUCTURE BACKFILL | | | 0017 303-07449 3960.000 TON | 16.00000 63360.00| 21.50000 85140.00| COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 380.000 TON | 64.50000 24510.00| 76.00000 28880.00| HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 183 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,273,684.56 ROUTE : US35 CALL ORDER : 183 CONTRACT ID : RS-28893-A COUNTIES : STARKE LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( ) |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08033 126421.000 SYS | 1.11000 140327.31| 0.72000 91023.12| MILLING, ASPHALT, 1 IN. | | | 0020 306-08043 371.000 SYS | 1.11000 411.81| 0.72000 267.12| MILLING, TRANSITION | | | 0021 306-08432 11470.000 SYS | 2.40000 27528.00| 0.10000 1147.00| MILLING, APPROACH | | | 0022 401-05467 14350.000 LFT | 0.44000 6314.00| 0.37000 5309.50| MILLED HMA CORRUGATIONS | | | 0023 401-06264 LUMP | 3400.00000 3400.00| 4400.00000 4400.00| PROFILOGRAPH, HMA | | | 0024 401-07321 10926.000 TON | 52.00000 568152.00| 51.00000 557226.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 402-07433 49.000 TON | 61.75000 3025.75| 51.00000 2499.00| HMA SURFACE, TYPE B | | | 0026 402-07438 82.000 TON | 59.75000 4899.50| 59.00000 4838.00| HMA INTERMEDIATE, TYPE B | | | 0027 402-07441 294.000 TON | 53.65000 15773.10| 59.00000 17346.00| HMA BASE, TYPE B | | | 0028 406-05520 33.300 TON | 365.00000 12154.50| 360.00000 11988.00| ASPHALT FOR TACK COAT | | | 0029 601-01839 1.000 EACH | 2257.50000 2257.50| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0030 601-06854 2.000 EACH | 3097.50000 6195.00| 2300.00000 4600.00| GUARDRAIL, W-BEAM, NESTED | | | 0031 601-08434 1.000 EACH | 866.25000 866.25| 1100.00000 1100.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0032 601-94689 3.000 EACH | 2861.25000 8583.75| 3150.00000 9450.00| GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 175.000 LFT | 18.38000 3216.50| 19.00000 3325.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07487 678.000 TON | 80.00000 54240.00| 120.00000 81360.00| HMA FOR APPROACHES, TYPE B | | | 0035 611-06497 1.000 EACH | 158.55000 158.55| 151.00000 151.00| MAILBOX ASSEMBLY, SINGLE | | | 0036 611-95023 1.000 EACH | 157.50000 157.50| 151.00000 151.00| MAILBOX ASSEMBLY, RESET | | | 0037 615-06520 9.000 EACH | 892.50000 8032.50| 600.00000 5400.00| MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 183 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,273,684.56 ROUTE : US35 CALL ORDER : 183 CONTRACT ID : RS-28893-A COUNTIES : STARKE LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( ) |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 616-06451 100.000 TON | 55.00000 5500.00| 52.00000 5200.00| RIPRAP, UNIFORM | | | 0039 621-01004 2.000 EACH | 210.00000 420.00| 200.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 400.000 SYS | 2.15000 860.00| 2.05000 820.00| MULCHED SEEDING, R | | | 0041 621-06574 250.000 SYS | 13.39000 3347.50| 12.75000 3187.50| SODDING | | | 0042 720-45205 2.000 EACH | 2525.00000 5050.00| 3200.00000 6400.00| CATCH BASIN, A2 | | | 0043 801-01093 10.000 EACH | 477.75000 4777.50| 455.00000 4550.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0044 801-06203 3227.000 LFT | 0.63000 2033.01| 0.60000 1936.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 3230.000 LFT | 1.54000 4974.20| 1.50000 4845.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 38.000 EACH | 93.45000 3551.10| 89.00000 3382.00| CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 29500.00000 29500.00| 32000.00000 32000.00| MAINTAINING TRAFFIC | | | 0048 802-07060 1.000 EACH | 135.45000 135.45| 129.00000 129.00| SIGN, SHEET, RELOCATE | | | 0049 804-93726 2.000 EACH | 19.95000 39.90| 19.00000 38.00| DELINEATOR FLEXIBLE GRAY | | | 0050 808-75205 67584.000 LFT | 0.28000 18923.52| 0.27000 18247.68| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0051 808-75240 6520.000 LFT | 0.28000 1825.60| 0.27000 1760.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0052 808-75245 26410.000 LFT | 0.28000 7394.80| 0.27000 7130.70| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0053 808-75297 124.000 LFT | 5.62000 696.88| 5.35000 663.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75996 571.000 EACH | 8.72000 4979.12| 6.00000 3426.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 183 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,273,684.56 ROUTE : US35 CALL ORDER : 183 CONTRACT ID : RS-28893-A COUNTIES : STARKE LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-0997978 |( ) |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-75998 571.000 EACH | 17.85000 10192.35| 16.05000 9164.55| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,125,835.79| $ 1,126,385.17| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,125,835.79| $ 1,126,385.17| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 193 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NBB ROUTE : 25 CALL ORDER : 193 CONTRACT ID : RS-29120-A COUNTIES : CASS LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN INC $ 1,406,897.54 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,450,000.00 103.0637% 35-1621699 CENTRAL PAVING, INC. IRREGULAR ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( ) |PHEND & BROWN INC |BROOKS CONSTRUCTION COMPANY | 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 | 14000.02000 14000.02| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2100.00000 12600.00| 1585.83000 9514.98| FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 300.00000 900.00| 79.97000 239.91| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 18.000 MOS | 130.00000 2340.00| 35.99000 647.82| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 73000.00000 73000.00| 72500.00000 72500.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02278 4750.000 LFT | 12.00000 57000.00| 11.06000 52535.00| CURB, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 193 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,357,886.47 ROUTE : 25 CALL ORDER : 193 CONTRACT ID : RS-29120-A COUNTIES : CASS LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( ) |PHEND & BROWN INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-52710 133.000 SYS | 42.00000 5586.00| 61.94000 8238.02| SIDEWALK, CONCRETE, REMOVE | | | 0013 303-07449 2743.000 TON | 17.60000 48276.80| 10.00000 27430.00| COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07491 200.000 TON | 150.00000 30000.00| 103.29000 20658.00| HMA PATCHING, TYPE C | | | 0015 306-08034 141822.000 SYS | 0.20000 28364.40| 0.78000 110621.16| MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 967.000 SYS | 0.10000 96.70| 0.01000 9.67| MILLING, TRANSITION | | | 0017 306-08432 12185.000 SYS | 0.10000 1218.50| 0.01000 121.85| MILLING, APPROACH | | | 0018 401-06264 LUMP | 4821.00000 4821.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0019 401-07328 11700.000 TON | 62.85000 735345.00| 65.28000 763776.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0020 406-05520 34.000 TON | 320.00000 10880.00| 348.33000 11843.22| ASPHALT FOR TACK COAT | | | 0021 604-06070 60.000 SYS | 100.00000 6000.00| 74.30000 4458.00| SIDEWALK, CONCRETE | | | 0022 604-07897 50.000 SYS | 210.00000 10500.00| 286.72000 14336.00| CURB RAMP, CONCRETE, C | | | 0023 604-07900 14.300 SYS | 210.00000 3003.00| 271.55000 3883.17| CURB RAMP, CONCRETE, F | | | 0024 604-07901 25.000 SYS | 210.00000 5250.00| 275.82000 6895.50| CURB RAMP, CONCRETE, G | | | 0025 605-06120 4750.000 LFT | 16.80000 79800.00| 16.38000 77805.00| CURB, CONCRETE | | | 0026 610-07488 360.000 TON | 140.00000 50400.00| 85.91000 30927.60| HMA FOR APPROACHES, TYPE C | | | 0027 612-04315 5.640 TON | 1720.00000 9700.80| 1720.00000 9700.80| ASPHALT MATERIAL FOR UNDERSEAL | | | 0028 612-05081 1.000 EACH | 5000.00000 5000.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0029 612-60410 96.000 EACH | 12.00000 1152.00| 12.00000 1152.00| DRILLED HOLE FOR UNDERSEAL | | | 0030 615-06520 5.000 EACH | 500.00000 2500.00| 336.62000 1683.10| MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 193 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,357,886.47 ROUTE : 25 CALL ORDER : 193 CONTRACT ID : RS-29120-A COUNTIES : CASS LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( ) |PHEND & BROWN INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-06574 1500.000 SYS | 4.10000 6150.00| 4.10000 6150.00| SODDING | | | 0032 720-44000 36.000 EACH | 330.00000 11880.00| 557.68000 20076.48| CASTING, ADJUST TO GRADE | | | 0033 720-44015 1.000 EACH | 600.00000 600.00| 970.54000 970.54| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0034 720-44045 19.000 EACH | 740.00000 14060.00| 755.55000 14355.45| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0035 720-44055 2.000 EACH | 900.00000 1800.00| 699.87000 1399.74| CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0036 720-44080 3.000 EACH | 3000.00000 9000.00| 1375.59000 4126.77| CASTING, 15, FURNISH AND ADJUST TO GRAD | | | 0037 720-45030 1.000 EACH | 2100.00000 2100.00| 2045.55000 2045.55| INLET, E7 | | | 0038 720-45235 1.000 EACH | 3500.00000 3500.00| 2728.01000 2728.01| CATCH BASIN, E7 | | | 0039 720-45615 10.000 LFT | 890.00000 8900.00| 413.11000 4131.10| STRUCTURE, INLET, RECONSTRUCT | | | 0040 725-06858 76.000 LFT | 225.00000 17100.00| 215.00000 16340.00| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0041 801-01093 12.000 EACH | 395.00000 4740.00| 690.00000 8280.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0042 801-06203 4162.000 LFT | 0.17000 707.54| 0.17000 707.54| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 4162.000 LFT | 1.40000 5826.80| 0.81000 3371.22| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06640 50.000 EACH | 110.00000 5500.00| 84.00000 4200.00| CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 81000.00000 81000.00| 80333.40000 80333.40| MAINTAINING TRAFFIC | | | 0046 808-06713 83318.000 LFT | 0.11000 9164.98| 0.12000 9998.16| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75240 8084.000 LFT | 0.45000 3637.80| 0.28000 2263.52| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 30399.000 LFT | 0.30000 9119.70| 0.28000 8511.72| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 193 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,357,886.47 ROUTE : 25 CALL ORDER : 193 CONTRACT ID : RS-29120-A COUNTIES : CASS LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( ) |PHEND & BROWN INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 808-75297 87.000 LFT | 5.80000 504.60| 8.10000 704.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0050 808-75340 2.000 EACH | 390.00000 780.00| 485.00000 970.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0051 808-75996 666.000 EACH | 5.65000 3762.90| 2.50000 1665.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 666.000 EACH | 14.00000 9324.00| 16.05000 10689.30| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,406,897.54| $ 1,450,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,406,897.54| $ 1,450,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,148,582.22 ROUTE : US 6 CALL ORDER : 231 CONTRACT ID : B -28111-A COUNTIES : MARSHALL LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 1,074,017.55 100.0000% 2 35-1139301 E & B PAVING INC $ 1,086,242.64 101.1383% 3 38-1625197 SELGE CONSTRUCTION CO. INC. $ 1,094,801.70 101.9352% 4 32-0154474 JCI BRIDGE GROUP INC $ 1,149,247.33 107.0045% 5 35-0997978 PHEND & BROWN INC $ 1,158,353.52 107.8524% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 1,195,168.00 111.2801% 7 35-1817530 PIONEER ASSOCIATES, INC. $ 1,303,110.05 121.3304% ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1139301 |( 3 ) 38-1625197 |LAPORTE CONSTRUCTION CO |E & B PAVING INC |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 1533.00000 1533.00| 7200.00000 7200.00| 21000.00000 21000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2457.90000 22121.10| 1800.00000 16200.00| 2000.00000 18000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 54000.00000 54000.00| 54300.00000 54300.00| 49050.00000 49050.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 20000.00000 20000.00| 21700.00000 21700.00| 31000.00000 31000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 1734.000 SYS | 7.96000 13802.64| 15.00000 26010.00| 22.60000 39188.40 PAVEMENT REMOVAL | | | 0009 202-51330 LUMP | 32000.00000 32000.00| 9709.78000 9709.78| 21500.00000 21500.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-74035 2.000 EACH | 70.00000 140.00| 150.00000 300.00| 50.00000 100.00 SIGN, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,148,582.22 ROUTE : US 6 CALL ORDER : 231 CONTRACT ID : B -28111-A COUNTIES : MARSHALL LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1139301 |( 3 ) 38-1625197 |LAPORTE CONSTRUCTION CO |E & B PAVING INC |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 203-02000 3775.000 CYS | 16.19000 61117.25| 36.00000 135900.00| 30.75000 116081.25 EXCAVATION, COMMON | | | 0012 203-02070 1892.000 CYS | 12.33000 23328.36| 18.75000 35475.00| 24.00000 45408.00 BORROW | | | 0013 205-06931 137.800 TON | 35.00000 4823.00| 20.00000 2756.00| 44.50000 6132.10 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 355.000 LFT | 9.15000 3248.25| 3.00000 1065.00| 9.15000 3248.25 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 550.000 LFT | 2.91000 1600.50| 1.50000 825.00| 1.60000 880.00 TEMPORARY SILT FENCE | | | 0017 207-08263 5567.000 SYS | 12.88000 71702.96| 6.00000 33402.00| 17.15000 95474.05 SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08267 4287.000 SYS | 7.47000 32023.89| 3.00000 12861.00| 10.90000 46728.30 SUBGRADE TREATMENT, TYPE IIIA | | | 0019 211-07454 949.700 CYS | 30.52000 28984.84| 27.00000 25641.90| 30.00000 28491.00 STRUCTURE BACKFILL | | | 0020 301-07448 4271.400 TON | 21.64000 92433.10| 22.00000 93970.80| 17.35000 74108.79 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 306-08043 374.000 SYS | 9.13000 3414.62| 1.00000 374.00| 13.60000 5086.40 MILLING, TRANSITION | | | 0022 402-07432 449.400 TON | 53.00000 23818.20| 73.00000 32806.20| 53.00000 23818.20 HMA SURFACE, TYPE A | | | 0023 402-07434 320.700 TON | 67.00000 21486.90| 73.00000 23411.10| 67.00000 21486.90 HMA SURFACE, TYPE C | | | 0024 402-07439 467.100 TON | 47.00000 21953.70| 60.00000 28026.00| 47.00000 21953.70 HMA INTERMEDIATE, TYPE C | | | 0025 402-07440 1240.700 TON | 37.50000 46526.25| 45.00000 55831.50| 37.50000 46526.25 HMA BASE, TYPE A | | | 0026 402-07442 1947.900 TON | 38.50000 74994.15| 45.00000 87655.50| 38.50000 74994.15 HMA BASE, TYPE C | | | 0027 404-05511 1539.000 SYS | 3.50000 5386.50| 0.35000 538.65| 3.50000 5386.50 SEAL COAT, 2 | | | 0028 406-05520 6.000 TON | 1.00000 6.00| 1.00000 6.00| 1.00000 6.00 ASPHALT FOR TACK COAT | | | 0029 601-01270 400.000 LFT | 6.10000 2440.00| 14.00000 5600.00| 6.10000 2440.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | FOR TEMPORARY PIPE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,148,582.22 ROUTE : US 6 CALL ORDER : 231 CONTRACT ID : B -28111-A COUNTIES : MARSHALL LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1139301 |( 3 ) 38-1625197 |LAPORTE CONSTRUCTION CO |E & B PAVING INC |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 601-01700 2.000 EACH | 1890.00000 3780.00| 1600.00000 3200.00| 1890.00000 3780.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-02800 4.000 EACH | 975.00000 3900.00| 900.00000 3600.00| 975.00000 3900.00 GUARDRAIL TRANSITION, TGT | | | 0032 601-94689 2.000 EACH | 2350.00000 4700.00| 2200.00000 4400.00| 2350.00000 4700.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-97080 4.000 EACH | 1825.00000 7300.00| 1800.00000 7200.00| 1825.00000 7300.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 693.500 LFT | 15.30000 10610.55| 16.00000 11096.00| 15.30000 10610.55 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 610-07486 92.300 TON | 95.00000 8768.50| 79.50000 7337.85| 95.00000 8768.50 HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 4.000 EACH | 175.00000 700.00| 150.00000 600.00| 175.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-08232 4.000 EACH | 190.00000 760.00| 150.00000 600.00| 340.00000 1360.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0038 615-06490 10.000 EACH | 120.00000 1200.00| 140.00000 1400.00| 120.00000 1200.00 RIGHT OF WAY MARKER | | | 0039 616-02320 1428.700 SYS | 2.41000 3443.17| 3.00000 4286.10| 2.50000 3571.75 GEOTEXTILES | | | 0040 616-02842 1215.600 TON | 26.50000 32213.40| 20.00000 24312.00| 30.50000 37075.80 RIPRAP, DITCH | | | 0041 621-01004 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01597 1165.600 SYS | 2.45000 2855.72| 2.45000 2855.72| 2.45000 2855.72 EROSION CONTROL, MAT | | | 0043 621-06545 1.500 TON | 655.00000 982.50| 655.00000 982.50| 655.00000 982.50 FERTILIZER | | | 0044 621-06553 268.000 LBS | 3.70000 991.60| 4.00000 1072.00| 3.70000 991.60 SEED MIXTURE, R | | | 0045 621-06557 167.000 LBS | 4.25000 709.75| 5.00000 835.00| 4.25000 709.75 SEED MIXTURE, T | | | 0046 621-06565 7.300 TON | 510.00000 3723.00| 510.00000 3723.00| 510.00000 3723.00 MULCHING MATERIAL | | | 0047 621-06567 13.000 kGAL | 25.00000 325.00| 25.00000 325.00| 25.00000 325.00 WATER | | | 0048 621-06574 628.000 SYS | 3.02000 1896.56| 3.00000 1884.00| 3.05000 1915.40 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,148,582.22 ROUTE : US 6 CALL ORDER : 231 CONTRACT ID : B -28111-A COUNTIES : MARSHALL LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1139301 |( 3 ) 38-1625197 |LAPORTE CONSTRUCTION CO |E & B PAVING INC |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 621-06575 2633.000 SYS | 3.02000 7951.66| 3.00000 7899.00| 3.05000 8030.65 SODDING, NURSERY | | | 0050 622-52436 5.000 EACH | 25.00000 125.00| 25.00000 125.00| 25.00000 125.00 SIGN, DO NOT MOW OR SPRAY | | | 0051 622-91786 90.000 EACH | 9.25000 832.50| 9.25000 832.50| 9.25000 832.50 SEEDLING | | | 0052 706-06347 40.000 LFT | 252.00000 10080.00| 235.00000 9400.00| 252.00000 10080.00 RAILING, CF-1 | | | 0053 713-51334 LUMP | 84999.89000 84999.89| 16450.00000 16450.00| 5000.00000 5000.00 TEMPORARY PIPE AND APPROACHES | | | 0054 714-08070 95.000 LFT | 1142.99000 108584.05| 1420.00000 134900.00| 1255.00000 119225.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 6 FT. | | | 0055 715-04509 16.000 LFT | 93.56000 1496.96| 76.05000 1216.80| 35.00000 560.00 TEMPORARY PIPE , TYPE 3, CIRCULAR, 12 | | | IN. | | | 0056 715-04509 82.000 LFT | 48.60000 3985.20| 50.50000 4141.00| 38.25000 3136.50 TEMPORARY PIPE , TYPE 3, CIRCULAR, 15 | | | IN. | | | 0057 715-05048 100.000 LFT | 15.02000 1502.00| 18.00000 1800.00| 16.15000 1615.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0058 715-05049 100.000 LFT | 21.45000 2145.00| 18.75000 1875.00| 18.25000 1825.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0059 715-05051 100.000 LFT | 29.05000 2905.00| 27.15000 2715.00| 19.00000 1900.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0060 715-05123 84.000 LFT | 48.69000 4089.96| 50.00000 4200.00| 43.00000 3612.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0061 715-05151 260.000 LFT | 32.56000 8465.60| 40.00000 10400.00| 28.00000 7280.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0062 715-05169 110.000 LFT | 38.57000 4242.70| 40.00000 4400.00| 28.50000 3135.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0063 715-46005 8.000 EACH | 443.06000 3544.48| 465.00000 3720.00| 185.00000 1480.00 PIPE END SECTION, 15 IN. | | | 0064 715-46020 2.000 EACH | 629.67000 1259.34| 530.00000 1060.00| 295.00000 590.00 PIPE END SECTION, 24 IN. | | | 0065 720-45035 1.000 EACH | 1531.74000 1531.74| 2700.00000 2700.00| 1350.00000 1350.00 INLET, F7 | | | 0066 723-06660 45.000 SYS | 900.00000 40500.00| 1215.00000 54675.00| 290.00000 13050.00 WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,148,582.22 ROUTE : US 6 CALL ORDER : 231 CONTRACT ID : B -28111-A COUNTIES : MARSHALL LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1139301 |( 3 ) 38-1625197 |LAPORTE CONSTRUCTION CO |E & B PAVING INC |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 801-04308 2.000 EACH | 195.00000 390.00| 320.00000 640.00| 195.00000 390.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 5784.000 LFT | 0.31000 1793.04| 0.30000 1735.20| 0.31000 1793.04 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 7248.000 LFT | 0.80000 5798.40| 0.40000 2899.20| 0.80000 5798.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06640 18.000 EACH | 79.00000 1422.00| 170.00000 3060.00| 79.00000 1422.00 CONSTRUCTION SIGN, A | | | 0071 801-06645 12.000 EACH | 35.00000 420.00| 40.00000 480.00| 35.00000 420.00 CONSTRUCTION SIGN, B | | | 0072 801-06649 45.000 EACH | 10.50000 472.50| 15.00000 675.00| 10.50000 472.50 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0073 801-06775 LUMP | 15929.53000 15929.53| 13600.00000 13600.00| 1200.00000 1200.00 MAINTAINING TRAFFIC | | | 0074 801-07118 96.000 LFT | 12.00000 1152.00| 15.00000 1440.00| 12.00000 1152.00 BARRICADE, III-A | | | 0075 802-05701 42.000 LFT | 10.20000 428.40| 21.00000 882.00| 10.20000 428.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0076 802-76035 12.000 SFT | 15.90000 190.80| 25.00000 300.00| 15.90000 190.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0077 804-06740 111.000 EACH | 14.50000 1609.50| 19.00000 2109.00| 14.50000 1609.50 DELINEATOR WITH POST, D2 | | | 0078 808-01226 30.000 EACH | 35.00000 1050.00| 35.00000 1050.00| 35.00000 1050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0079 808-06703 3700.000 LFT | 0.01000 37.00| 0.01000 37.00| 0.01000 37.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0080 808-06713 3700.000 LFT | 0.27000 999.00| 0.27000 999.00| 0.30000 1110.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0081 808-06716 426.000 LFT | 0.50000 213.00| 1.00000 426.00| 0.51000 217.26 LINE, REMOVE | | | 0082 808-75240 463.000 LFT | 0.78000 361.14| 0.78000 361.14| 0.78000 361.14 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0083 808-75245 1490.000 LFT | 0.78000 1162.20| 0.78000 1162.20| 0.78000 1162.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 1,074,017.55| $ 1,086,242.64| $ 1,094,801.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,074,017.55| $ 1,086,242.64| $ 1,094,801.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,148,582.22 ROUTE : US 6 CALL ORDER : 231 CONTRACT ID : B -28111-A COUNTIES : MARSHALL LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-0997978 |( 6 ) 35-0918397 |JCI BRIDGE GROUP INC |PHEND & BROWN INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 12836.80000 12836.80| 10000.00000 10000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2500.00000 22500.00| 1843.00000 16587.00| 2100.00000 18900.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 57000.00000 57000.00| 58000.00000 58000.00| 59000.00000 59000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 26000.00000 26000.00| 23200.00000 23200.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 1734.000 SYS | 20.00000 34680.00| 20.00000 34680.00| 15.00000 26010.00 PAVEMENT REMOVAL | | | 0009 202-51330 LUMP | 30000.00000 30000.00| 3100.00000 3100.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-74035 2.000 EACH | 75.00000 150.00| 70.00000 140.00| 91.00000 182.00 SIGN, REMOVE | | | 0011 203-02000 3775.000 CYS | 9.00000 33975.00| 10.00000 37750.00| 12.00000 45300.00 EXCAVATION, COMMON | | | 0012 203-02070 1892.000 CYS | 12.00000 22704.00| 20.00000 37840.00| 1.00000 1892.00 BORROW | | | 0013 205-06931 137.800 TON | 50.00000 6890.00| 78.60000 10831.08| 35.00000 4823.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 355.000 LFT | 9.15000 3248.25| 9.15000 3248.25| 9.15000 3248.25 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 550.000 LFT | 1.58000 869.00| 1.58000 869.00| 1.60000 880.00 TEMPORARY SILT FENCE | | | 0017 207-08263 5567.000 SYS | 12.00000 66804.00| 10.60000 59010.20| 14.25000 79329.75 SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08267 4287.000 SYS | 6.00000 25722.00| 5.80000 24864.60| 7.00000 30009.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,148,582.22 ROUTE : US 6 CALL ORDER : 231 CONTRACT ID : B -28111-A COUNTIES : MARSHALL LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-0997978 |( 6 ) 35-0918397 |JCI BRIDGE GROUP INC |PHEND & BROWN INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-07454 949.700 CYS | 20.00000 18994.00| 17.10000 16239.87| 21.00000 19943.70 STRUCTURE BACKFILL | | | 0020 301-07448 4271.400 TON | 19.00000 81156.60| 16.90000 72186.66| 16.00000 68342.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 306-08043 374.000 SYS | 12.00000 4488.00| 11.80000 4413.20| 12.00000 4488.00 MILLING, TRANSITION | | | 0022 402-07432 449.400 TON | 53.00000 23818.20| 60.00000 26964.00| 53.00000 23818.20 HMA SURFACE, TYPE A | | | 0023 402-07434 320.700 TON | 67.00000 21486.90| 61.00000 19562.70| 67.00000 21486.90 HMA SURFACE, TYPE C | | | 0024 402-07439 467.100 TON | 47.00000 21953.70| 52.00000 24289.20| 47.00000 21953.70 HMA INTERMEDIATE, TYPE C | | | 0025 402-07440 1240.700 TON | 37.50000 46526.25| 51.00000 63275.70| 37.50000 46526.25 HMA BASE, TYPE A | | | 0026 402-07442 1947.900 TON | 38.50000 74994.15| 49.00000 95447.10| 38.50000 74994.15 HMA BASE, TYPE C | | | 0027 404-05511 1539.000 SYS | 3.50000 5386.50| 5.00000 7695.00| 3.50000 5386.50 SEAL COAT, 2 | | | 0028 406-05520 6.000 TON | 1.00000 6.00| 300.00000 1800.00| 1.00000 6.00 ASPHALT FOR TACK COAT | | | 0029 601-01270 400.000 LFT | 6.10000 2440.00| 9.00000 3600.00| 6.10000 2440.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | FOR TEMPORARY PIPE AND APPROACHES | | | 0030 601-01700 2.000 EACH | 1890.00000 3780.00| 2145.00000 4290.00| 1900.00000 3800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-02800 4.000 EACH | 975.00000 3900.00| 1290.00000 5160.00| 980.00000 3920.00 GUARDRAIL TRANSITION, TGT | | | 0032 601-94689 2.000 EACH | 2350.00000 4700.00| 2395.00000 4790.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-97080 4.000 EACH | 1825.00000 7300.00| 2075.00000 8300.00| 1800.00000 7200.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 693.500 LFT | 15.30000 10610.55| 16.00000 11096.00| 15.25000 10575.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 610-07486 92.300 TON | 95.00000 8768.50| 100.00000 9230.00| 95.00000 8768.50 HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 4.000 EACH | 125.00000 500.00| 137.00000 548.00| 180.00000 720.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-08232 4.000 EACH | 65.00000 260.00| 115.00000 460.00| 190.00000 760.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/07 PAGE : 231 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,148,582.22 ROUTE : US 6 CALL ORDER : 231 CONTRACT ID : B -28111-A COUNTIES : MARSHALL LETTING DATE : 12/13/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-0997978 |( 6 ) 35-0918397 |JCI BRIDGE GROUP INC |PHEND & BROWN INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06490 10.000 EACH | 175.00000 1750.00| 119.00000 1190.00| 120.00000 1200.00 RIGHT OF WAY MARKER | | | 0039 616-02320 1428.700 SYS | 2.00000 2857.40| 3.10000 4428.97| 3.00000 4286.10 GEOTEXTILES | | | 0040 616-02842 1215.600 TON | 40.00000 48624.00| 30.00000 36468.00| 30.00000 36468.00 RIPRAP, DITCH | | | 0041 621-01004 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01597 1165.600 SYS | 2.45000 2855.72| 2.45000 2855.72| 2.45000 2855.72 EROSION CONTROL, MAT | | | 0043 621-06545 1.500 TON | 655.00000 982.50| 655.00000 982.50| 660.00000 990.00 FERTILIZER | | | 0044 621-06553 268.000 LBS | 3.70000 991.60| 3.70000 991.60| 3.70000 991.60 SEED MIXTURE, R | | | 0045 621-06557 167.000 LBS | 4.25000 709.75| 4.25000 709.75| 4.20000 701.40 SEED MIXTURE, T | | | 0046 621-06565 7.300 TON | 510.00000 3723.00| 510.00000 3723.00| 510.00000 3723.00 MULCHING MATERIAL | | | 0047 621-06567 13.000 kGAL | 25.00000 325.00| 25.00000 325.00| 25.00000 325.00 WATER | | | 0048 621-06574 628.000 SYS | 3.02000 1896.56| 3.02000 1896.56| 3.00000 1884.00 SODDING | | | 0049 621-06575 2633.000 SYS | 3.02000 7951.66| 3.02000 7951.66| 3.00000 7899.00 SODDING, NURSERY | | | 0050 622-52436 5.000 EACH | 25.00000 125.00| 25.00000 125.00| 25.00000 125.00 SIGN,