INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 906,339.28 ROUTE : 61 CALL ORDER : 240 CONTRACT ID : RS-25678-A COUNTIES : KNOX LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0242033 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 786,479.50 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 855,986.00 108.8376% 3 35-1418333 ROGERS GROUP, INC. $ 982,694.00 124.9484% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1930.00000 5790.00| 1180.00000 3540.00| 2000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3800.00000 3800.00| 3400.00000 3400.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39500.00000 39500.00| 42800.00000 42800.00| 60841.00000 60841.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02676 4500.000 Mg | 5.50000 24750.00| 8.40000 37800.00| 0.01000 45.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0005 202-60820 115000.000 m2 | 0.25000 28750.00| 0.32000 36800.00| 0.51000 58650.00 SURFACE MILLING, ASPHALT | | | 0006 202-93741 16.000 EACH| 495.00000 7920.00| 175.00000 2800.00| 750.00000 12000.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 211-02060 60.000 m3 | 14.00000 840.00| 28.00000 1680.00| 125.00000 7500.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 305-05204 250.000 Mg | 74.00000 18500.00| 120.00000 30000.00| 110.00000 27500.00 HMA FOR PATCHING | | | 0009 401-05456 10200.000 Mg | 47.00000 479400.00| 49.00000 499800.00| 55.50000 566100.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 425.000 Mg | 47.00000 19975.00| 50.00000 21250.00| 51.00000 21675.00 HMA WEDGE AND LEVEL | | | 0011 406-05520 31.400 Mg | 205.00000 6437.00| 200.00000 6280.00| 250.00000 7850.00 ASPHALT FOR TACK COAT | | | 0012 601-94689 16.000 EACH| 3150.00000 50400.00| 3500.00000 56000.00| 2700.00000 43200.00 GUARDRAIL END TREATMENT, OS | | | 0013 610-05527 500.000 Mg | 47.00000 23500.00| 66.00000 33000.00| 130.00000 65000.00 HMA FOR APPROACHES | | | 0014 715-05169 100.000 m | 99.00000 9900.00| 88.00000 8800.00| 80.00000 8000.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 906,339.28 ROUTE : 61 CALL ORDER : 240 CONTRACT ID : RS-25678-A COUNTIES : KNOX LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 715-46005 5.000 EACH| 366.00000 1830.00| 265.00000 1325.00| 435.00000 2175.00 PIPE END SECTION, 375 mm | | | 0016 801-06203 1370.000 m | 3.00000 4110.00| 1.00000 1370.00| 4.50000 6165.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0017 801-06207 1370.000 m | 4.00000 5480.00| 2.80000 3836.00| 4.50000 6165.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0018 801-06640 33.000 EACH| 52.50000 1732.50| 50.00000 1650.00| 66.00000 2178.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 18750.00000 18750.00| 29800.00000 29800.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0020 808-06712 6500.000 m | 0.15000 975.00| 0.17000 1105.00| 0.15000 975.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0021 808-06713 27000.000 m | 0.15000 4050.00| 0.17000 4590.00| 0.15000 4050.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-06714 18000.000 m | 0.15000 2700.00| 0.17000 3060.00| 0.15000 2700.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0023 808-75996 1100.000 EACH| 5.40000 5940.00| 3.00000 3300.00| 5.75000 6325.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 1100.000 EACH| 19.50000 21450.00| 20.00000 22000.00| 21.00000 23100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 786,479.50| $ 855,986.00| $ 982,694.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 786,479.50| $ 855,986.00| $ 982,694.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,248.98 ROUTE : SR 13 CALL ORDER : 250 CONTRACT ID : RS-25683-A COUNTIES : ELKHART LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,052,540.88 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,082,502.75 102.8466% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,091,078.03 103.6613% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| 1500.00000 13500.00| 1700.00000 15300.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 52000.00000 52000.00| 46000.00000 46000.00| 46100.00000 46100.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-05821 1.000 STA | 8000.00000 8000.00| 2500.00000 2500.00| 8500.00000 8500.00 CLEARING AND GRUBBING | | | 0005 202-02271 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 505.00000 505.00 HEADWALL, REMOVE | | | 0006 202-60820 77200.000 m2 | 0.35000 27020.00| 0.30000 23160.00| 0.55000 42460.00 SURFACE MILLING, ASPHALT | | | 0007 202-74035 3.000 EACH| 50.00000 150.00| 65.00000 195.00| 60.00000 180.00 SIGN, REMOVE | | | 0008 203-02080 0.800 km | 26300.00000 21040.00| 2500.00000 2000.00| 20000.00000 16000.00 LINEAR GRADING | | | 0009 303-04095 1510.000 Mg | 12.55000 18950.50| 12.50000 18875.00| 12.90000 19479.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 303-52308 400.000 Mg | 10.00000 4000.00| 12.50000 5000.00| 13.75000 5500.00 COMPACTED AGGREGATE, O, 53 | | | 0011 303-98541 7.000 Mg | 41.00000 287.00| 12.50000 87.50| 120.00000 840.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0012 305-05204 1325.000 Mg | 75.00000 99375.00| 70.00000 92750.00| 95.00000 125875.00 HMA FOR PATCHING | | | 0013 305-05206 2700.000 Mg | 21.00000 56700.00| 54.00000 145800.00| 31.50000 85050.00 WIDENING WITH HMA | | | 0014 401-05454 8450.000 Mg | 33.05000 279272.50| 31.00000 261950.00| 31.64000 267358.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0015 401-05456 6350.000 Mg | 37.00000 234950.00| 34.00000 215900.00| 34.74000 220599.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,248.98 ROUTE : SR 13 CALL ORDER : 250 CONTRACT ID : RS-25683-A COUNTIES : ELKHART LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-06264 LUMP| 3000.00000 3000.00| 1400.00000 1400.00| 2900.00000 2900.00 PROFILOGRAPH, HMA | | | 0017 406-05520 40.000 Mg | 195.00000 7800.00| 250.00000 10000.00| 327.00000 13080.00 ASPHALT FOR TACK COAT | | | 0018 601-92948 945.000 m | 7.00000 6615.00| 8.00000 7560.00| 7.00000 6615.00 GUARDRAIL, ADJUST HEIGHT | | | 0019 601-94689 4.000 EACH| 2150.00000 8600.00| 2200.00000 8800.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0020 605-06150 400.000 m | 45.00000 18000.00| 44.00000 17600.00| 37.80000 15120.00 CURB AND GUTTER, C, CONCRETE | | | 0021 605-94082 8.000 EACH| 740.00000 5920.00| 420.00000 3360.00| 210.00000 1680.00 CURB TURNOUT, CONCRETE | | | 0022 610-05527 1550.000 Mg | 25.00000 38750.00| 60.00000 93000.00| 58.00000 89900.00 HMA FOR APPROACHES | | | 0023 621-06575 800.000 m2 | 8.00000 6400.00| 6.25000 5000.00| 5.46000 4368.00 SODDING, NURSERY | | | 0024 715-01354 50.000 m | 35.00000 1750.00| 34.50000 1725.00| 31.00000 1550.00 CLEAN EXISTING PIPE | | | 0025 715-05596 2.000 m | 400.00000 800.00| 400.00000 800.00| 660.00000 1320.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0026 720-44000 1.000 EACH| 400.00000 400.00| 225.00000 225.00| 255.00000 255.00 CASTING, ADJUST TO GRADE | | | 0027 720-45030 1.000 EACH| 1100.00000 1100.00| 1700.00000 1700.00| 1400.00000 1400.00 INLET, E7 | | | 0028 801-06203 25250.000 m | 0.01000 252.50| 0.20000 5050.00| 0.27000 6817.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0029 801-06207 2300.000 m | 0.10000 230.00| 3.00000 6900.00| 3.15000 7245.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0030 801-06640 25.000 EACH| 74.00000 1850.00| 100.00000 2500.00| 74.00000 1850.00 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 92810.00000 92810.00| 34500.00000 34500.00| 26360.00000 26360.00 MAINTAINING TRAFFIC | | | 0032 802-05701 49.000 m | 24.47000 1199.03| 17.00000 833.00| 24.47000 1199.03 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0033 802-76035 12.000 m2 | 152.80000 1833.60| 155.00000 1860.00| 152.80000 1833.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0034 802-91122 4.000 EACH| 112.00000 448.00| 100.00000 400.00| 112.00000 448.00 SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,327,248.98 ROUTE : SR 13 CALL ORDER : 250 CONTRACT ID : RS-25683-A COUNTIES : ELKHART LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 805-01829 8.000 EACH| 58.00000 464.00| 170.00000 1360.00| 58.00000 464.00 SIGN, INSTALL | | | 0036 808-01226 1671.000 EACH| 5.00000 8355.00| 5.75000 9608.25| 5.00000 8355.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0037 808-06703 14780.000 m | 0.74000 10937.20| 0.85000 12563.00| 0.74000 10937.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0038 808-75240 3850.000 m | 0.74000 2849.00| 0.85000 3272.50| 0.74000 2849.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0039 808-75245 11600.000 m | 0.74000 8584.00| 0.85000 9860.00| 0.74000 8584.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0040 808-75274 500.000 m | 3.20000 1600.00| 3.65000 1825.00| 3.20000 1600.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0041 808-75278 40.000 m | 4.80000 192.00| 5.50000 220.00| 4.80000 192.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0042 808-75290 50.000 m | 9.60000 480.00| 11.00000 550.00| 9.60000 480.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0043 808-75297 5.000 m | 9.60000 48.00| 11.00000 55.00| 9.60000 48.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0044 808-75320 8.000 EACH| 54.00000 432.00| 62.00000 496.00| 54.00000 432.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0045 808-75325 8.000 EACH| 77.25000 618.00| 90.00000 720.00| 77.25000 618.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0046 808-75994 1671.000 EACH| 3.50000 5848.50| 4.00000 6684.00| 3.50000 5848.50 PRISMATIC REFLECTOR | | | 0047 808-75996 413.000 EACH| 3.85000 1590.05| 4.50000 1858.50| 6.40000 2643.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 202-93741 4.000 EACH| 435.00000 1740.00| 500.00000 2000.00| 435.00000 1740.00 GUARD RAIL END TREATMENT, REMOVE | | | SECTION TOTALS | $ 1,052,540.88| $ 1,082,502.75| $ 1,091,078.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,052,540.88| $ 1,082,502.75| $ 1,091,078.03 ====================================================================================================================================