INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 302,376.80 ROUTE : SRS 62 & 68 & US 231 CALL ORDER : 400 CONTRACT ID : M -24928-A COUNTIES : SPENCER LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 303,309.10 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 314,697.00 103.7545% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 359,600.00 118.5589% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MILL AND PAVE IN THE CITY OF DALE | | | 0001 105-06790 4.000 MOS | 1600.00000 6400.00| 1250.00000 5000.00| 1200.00000 4800.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 20000.00000 20000.00| 15500.00000 15500.00| 17800.00000 17800.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02676 3000.000 Mg | 2.40000 7200.00| 1.85000 5550.00| 5.00000 15000.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0004 202-60820 40000.000 m2 | 0.84000 33600.00| 0.94000 37600.00| 0.96000 38400.00 SURFACE MILLING, ASPHALT | | | 0005 305-05204 400.000 Mg | 120.00000 48000.00| 98.00000 39200.00| 98.00000 39200.00 HMA FOR PATCHING | | | 0006 401-05456 3000.000 Mg | 50.00000 150000.00| 59.35000 178050.00| 65.00000 195000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 10.000 Mg | 201.00000 2010.00| 160.00000 1600.00| 165.00000 1650.00 ASPHALT FOR TACK COAT | | | 0008 720-44000 3.000 EACH| 500.00000 1500.00| 145.00000 435.00| 425.00000 1275.00 CASTING, ADJUST TO GRADE | | | 0009 801-06203 370.000 m | 1.80000 666.00| 6.25000 2312.50| 1.60000 592.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0010 801-06207 370.000 m | 3.25000 1202.50| 6.25000 2312.50| 3.25000 1202.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 61.000 EACH| 50.00000 3050.00| 50.00000 3050.00| 50.00000 3050.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 15000.00000 15000.00| 9000.00000 9000.00| 25208.40000 25208.40 MAINTAINING TRAFFIC | | | 0013 805-02440 380.000 m | 1.00000 380.00| 1.48000 562.40| 2.00000 760.00 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 302,376.80 ROUTE : SRS 62 & 68 & US 231 CALL ORDER : 400 CONTRACT ID : M -24928-A COUNTIES : SPENCER LETTING DATE : 09/12/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 805-78795 128.000 m | 26.25000 3360.00| 28.00000 3584.00| 32.00000 4096.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-04298 1.000 EACH| 325.00000 325.00| 325.00000 325.00| 325.00000 325.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0016 808-06712 310.000 m | 0.20000 62.00| 0.20000 62.00| 0.20000 62.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0017 808-06713 2160.000 m | 0.20000 432.00| 0.20000 432.00| 0.20000 432.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06714 5300.000 m | 0.20000 1060.00| 0.20000 1060.00| 0.20000 1060.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 808-75260 19.000 m | 4.90000 93.10| 4.90000 93.10| 4.90000 93.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0020 808-75297 36.000 m | 9.75000 351.00| 9.75000 351.00| 9.75000 351.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0021 808-75300 170.000 m | 2.45000 416.50| 2.45000 416.50| 2.45000 416.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0022 808-75996 278.000 EACH| 3.75000 1042.50| 3.75000 1042.50| 6.00000 1668.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 278.000 EACH| 25.75000 7158.50| 25.75000 7158.50| 25.75000 7158.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 303,309.10| $ 314,697.00| $ 359,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 303,309.10| $ 314,697.00| $ 359,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 121,132.81 ROUTE : 2 CALL ORDER : 420 CONTRACT ID : M -24939-A COUNTIES : ST. JOSEPH LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 18 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2062001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 76,466.02 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 100,707.47 131.7022% 3 35-1065659 BROOKS CONSTRUCTION $ 105,457.77 137.9145% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 5265.00000 5265.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02236 140.000 m2 | 30.00000 4200.00| 45.00000 6300.00| 10.00000 1400.00 SURFACE, REMOVE | | | 0004 202-74035 6.000 EACH| 60.00000 360.00| 45.00000 270.00| 110.00000 660.00 SIGN, REMOVE | | | 0005 203-02000 268.000 m3 | 11.00000 2948.00| 30.00000 8040.00| 25.00000 6700.00 EXCAVATION, COMMON | | | 0006 402-05468 740.000 Mg | 30.00000 22200.00| 30.00000 22200.00| 39.00000 28860.00 HMA BASE 25.0 mm, MAINLINE | | | 0007 402-05474 125.000 Mg | 32.00000 4000.00| 45.00000 5625.00| 45.00000 5625.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0008 402-05477 80.000 Mg | 36.00000 2880.00| 75.00000 6000.00| 57.00000 4560.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0009 406-05520 5.000 Mg | 40.00000 200.00| 1.00000 5.00| 156.00000 780.00 ASPHALT FOR TACK COAT | | | 0010 605-06215 210.000 m | 38.00000 7980.00| 40.00000 8400.00| 65.00000 13650.00 CENTER CURB, D, CONCRETE | | | 0011 605-97937 24.000 m | 40.00000 960.00| 85.00000 2040.00| 114.00000 2736.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0012 720-45005 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 1500.00000 1500.00 INLET, A2 | | | 0013 801-06640 11.000 EACH| 59.00000 649.00| 59.00000 649.00| 59.00000 649.00 CONSTRUCTION SIGN, A | | | 0014 801-06710 24.000 DAY | 22.00000 528.00| 12.00000 288.00| 22.00000 528.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 121,132.81 ROUTE : 2 CALL ORDER : 420 CONTRACT ID : M -24939-A COUNTIES : ST. JOSEPH LETTING DATE : 09/12/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 8000.00000 8000.00| 11000.00000 11000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0016 802-76035 9.700 m2 | 153.00000 1484.10| 149.42000 1449.37| 153.00000 1484.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0018 805-96014 800.000 m | 1.00000 800.00| 7.50000 6000.00| 7.00000 5600.00 SAW CUT, FULL DEPTH | | | 0019 808-06713 180.000 m | 1.00000 180.00| 0.28000 50.40| 1.00000 180.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 575.000 m | 1.00000 575.00| 0.28000 161.00| 1.00000 575.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-06716 575.000 m | 2.60000 1495.00| 1.29000 741.75| 3.65000 2098.75 LINE, REMOVE | | | 0022 808-06726 5.000 m | 25.00000 125.00| 1.31000 6.55| 25.00000 125.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0023 808-75996 18.000 EACH| 6.00000 108.00| 10.00000 180.00| 13.00000 234.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 40.000 EACH| 25.50000 1020.00| 25.50000 1020.00| 25.50000 1020.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0025 808-95638 204.000 m2 | 3.00000 612.00| 2.25000 459.00| 3.00000 612.00 CENTER CURB PAINTING | | | 0026 802-05701 58.000 m | 26.24000 1521.92| 12.80000 742.40| 26.24000 1521.92 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0027 202-02240 14.000 m2 | 40.00000 560.00| 75.00000 1050.00| 65.00000 910.00 PAVEMENT, REMOVE | | | 0028 808-06694 150.000 m | 2.00000 300.00| 0.78000 117.00| 2.00000 300.00 LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0029 808-75078 40.000 m | 10.00000 400.00| 1.15000 46.00| 10.00000 400.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | 0030 801-06207 2850.000 m | 2.00000 5700.00| 3.44000 9804.00| 3.44000 9804.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0031 808-06711 180.000 m | 1.00000 180.00| 0.35000 63.00| 1.00000 180.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | SECTION TOTALS | $ 76,466.02| $ 100,707.47| $ 105,457.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 76,466.02| $ 100,707.47| $ 105,457.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 130,881.94 ROUTE : 31 CALL ORDER : 440 CONTRACT ID : M -25006-A COUNTIES : JOHNSON LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 83,793.40 100.0000% 2 34-0431080 NORRIS BROTHERS CO $ 143,640.60 171.4223% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 161,600.00 192.8552% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 202,929.00 242.1777% ==================================================================================================================================== |(1) 35-1357381 |(2) 34-0431080 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |NORRIS BROTHERS CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE REPLACEMENT AND MAINTENANCE | | | 0001 105-06845 LUMP| 1800.00000 1800.00| 3000.00000 3000.00| 3346.00000 3346.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 3900.00000 3900.00| 6500.00000 6500.00| 14800.00000 14800.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 6.000 EACH| 350.00000 2100.00| 800.00000 4800.00| 800.00000 4800.00 HEADWALL, REMOVE | | | 0004 202-91385 1.000 EACH| 275.00000 275.00| 400.00000 400.00| 400.00000 400.00 INLET, REMOVE | | | 0005 202-96133 21.900 m | 45.00000 985.50| 34.00000 744.60| 75.00000 1642.50 PIPE, REMOVE | | | 0006 203-02000 120.000 m3 | 19.00000 2280.00| 27.00000 3240.00| 50.00000 6000.00 EXCAVATION, COMMON | | | 0007 203-02070 50.000 m3 | 32.00000 1600.00| 21.00000 1050.00| 40.00000 2000.00 BORROW | | | 0008 211-02060 1.500 m3 | 115.00000 172.50| 70.00000 105.00| 150.00000 225.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 213-52830 21.500 m3 | 135.00000 2902.50| 90.00000 1935.00| 300.00000 6450.00 FLOWABLE MORTAR | | | 0010 305-05204 7.200 Mg | 375.00000 2700.00| 725.00000 5220.00| 80.00000 576.00 HMA FOR PATCHING | | | 0011 715-05227 19.200 m | 67.00000 1286.40| 130.00000 2496.00| 75.00000 1440.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0012 715-46005 3.000 EACH| 225.00000 675.00| 250.00000 750.00| 300.00000 900.00 PIPE END SECTION, 375 mm | | | 0013 715-46010 1.000 EACH| 250.00000 250.00| 290.00000 290.00| 320.00000 320.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 130,881.94 ROUTE : 31 CALL ORDER : 440 CONTRACT ID : M -25006-A COUNTIES : JOHNSON LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 34-0431080 |(3) 35-1917625 |O'MARA, DAVE CONTRACTOR |NORRIS BROTHERS CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 715-46020 2.000 EACH| 375.00000 750.00| 350.00000 700.00| 460.00000 920.00 PIPE END SECTION, 600 mm | | | 0015 715-46045 2.000 EACH| 225.00000 450.00| 235.00000 470.00| 290.00000 580.00 PIPE END SECTION, MIN. AREA .11 m2 | | | 0016 716-92460 19.200 m | 480.00000 9216.00| 825.00000 15840.00| 790.00000 15168.00 PIPE, JACKED, 450 mm | | | 0017 716-93857 40.200 m | 490.00000 19698.00| 995.00000 39999.00| 950.00000 38190.00 PIPE, JACKED, 600 mm | | | 0018 716-96215 61.300 m | 445.00000 27278.50| 770.00000 47201.00| 725.00000 44442.50 PIPE, JACKED, 375 mm | | | 0019 720-45030 2.000 EACH| 1187.00000 2374.00| 1400.00000 2800.00| 1500.00000 3000.00 INLET, E7 | | | 0020 801-06640 8.000 EACH| 75.00000 600.00| 75.00000 600.00| 50.00000 400.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 2500.00000 2500.00| 5500.00000 5500.00| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 83,793.40| $ 143,640.60| $ 161,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 83,793.40| $ 143,640.60| $ 161,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 130,881.94 ROUTE : 31 CALL ORDER : 440 CONTRACT ID : M -25006-A COUNTIES : JOHNSON LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE REPLACEMENT AND MAINTENANCE | | | 0001 105-06845 LUMP| 2300.00000 2300.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 10150.00000 10150.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 6.000 EACH| 540.00000 3240.00| | HEADWALL, REMOVE | | | 0004 202-91385 1.000 EACH| 675.00000 675.00| | INLET, REMOVE | | | 0005 202-96133 21.900 m | 90.00000 1971.00| | PIPE, REMOVE | | | 0006 203-02000 120.000 m3 | 100.00000 12000.00| | EXCAVATION, COMMON | | | 0007 203-02070 50.000 m3 | 61.00000 3050.00| | BORROW | | | 0008 211-02060 1.500 m3 | 350.00000 525.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0009 213-52830 21.500 m3 | 160.00000 3440.00| | FLOWABLE MORTAR | | | 0010 305-05204 7.200 Mg | 160.00000 1152.00| | HMA FOR PATCHING | | | 0011 715-05227 19.200 m | 300.00000 5760.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0012 715-46005 3.000 EACH| 305.00000 915.00| | PIPE END SECTION, 375 mm | | | 0013 715-46010 1.000 EACH| 350.00000 350.00| | PIPE END SECTION, 450 mm | | | 0014 715-46020 2.000 EACH| 440.00000 880.00| | PIPE END SECTION, 600 mm | | | 0015 715-46045 2.000 EACH| 315.00000 630.00| | PIPE END SECTION, MIN. AREA .11 m2 | | | 0016 716-92460 19.200 m | 1075.00000 20640.00| | PIPE, JACKED, 450 mm | | | 0017 716-93857 40.200 m | 1350.00000 54270.00| | PIPE, JACKED, 600 mm | | | 0018 716-96215 61.300 m | 1050.00000 64365.00| | PIPE, JACKED, 375 mm | | | 0019 720-45030 2.000 EACH| 1300.00000 2600.00| | INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/21/00 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 130,881.94 ROUTE : 31 CALL ORDER : 440 CONTRACT ID : M -25006-A COUNTIES : JOHNSON LETTING DATE : 09/12/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06640 8.000 EACH| 52.00000 416.00| | CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 13600.00000 13600.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 202,929.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 202,929.00| | ====================================================================================================================================