INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,117,468.04 ROUTE : 33 CALL ORDER : 280 CONTRACT ID : RS-26440-A COUNTIES : ELKHART LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2127020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,095,631.89 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,123,986.86 101.3530% 3 35-1065659 BROOKS CONSTRUCTION $ 2,128,312.44 101.5594% 4 35-1120685 WALSH & KELLY, INC. $ 2,214,756.50 105.6844% 5 35-0997978 PHEND & BROWN, INC. $ 2,807,801.32 133.9835% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION 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| 11050.00000 11050.00| 39500.00000 39500.00| 6900.00000 6900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| 1600.00000 9600.00| 1865.00000 11190.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 95790.00000 95790.00| 100000.00000 100000.00| 106415.00000 106415.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 12.500 LFT | 10.00000 125.00| 10.00000 125.00| 10.00000 125.00 GUARDRAIL, REMOVE | | | 0005 202-60820 291964.720 SYS | 0.19000 55473.30| 0.32000 93428.71| 0.42000 122625.18 SURFACE MILLING, ASPHALT | | | 0006 202-60822 300.000 SYS | 4.29000 1287.00| 0.32000 96.00| 7.00000 2100.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0007 202-74035 2.000 EACH| 50.00000 100.00| 115.00000 230.00| 50.00000 100.00 SIGN, REMOVE | | | 0008 202-93135 LUMP| 10850.00000 10850.00| 8500.00000 8500.00| 8500.00000 8500.00 RAILROAD CROSSING, REMOVE | | | 0009 202-93741 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 303-01180 88.890 TON | 40.23000 3576.04| 25.00000 2222.25| 16.00000 1422.24 COMPACTED AGGREGATE, 53 | | | 0011 304-07490 200.000 TON | 112.32000 22464.00| 110.00000 22000.00| 100.00000 20000.00 HMA PATCHING, TYPE B | | | 0012 401-06264 LUMP| 7165.00000 7165.00| 10000.00000 10000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0013 401-07334 27130.000 TON | 42.20000 1144886.00| 43.75000 1186937.50| 39.40000 1068922.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm , SMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,117,468.04 ROUTE : 33 CALL ORDER : 280 CONTRACT ID : RS-26440-A COUNTIES : ELKHART LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-07433 1714.100 TON | 60.13000 103068.83| 40.00000 68564.00| 58.00000 99417.80 HMA TYPE B, SURFACE | | | 0015 402-07451 200.000 TON | 44.57000 8914.00| 40.00000 8000.00| 39.40000 7880.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0016 406-05520 70.230 TON | 490.00000 34412.70| 200.00000 14046.00| 125.00000 8778.75 ASPHALT FOR TACK COAT | | | 0017 506-06333 32.000 SYS | 190.00000 6080.00| 135.00000 4320.00| 140.00000 4480.00 PCCP PATCHING, FULL DEPTH | | | 0018 601-94689 4.000 EACH| 2300.00000 9200.00| 2300.00000 9200.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 720-01894 49.000 EACH| 718.00000 35182.00| 700.00000 34300.00| 875.00000 42875.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0021 720-44000 110.000 EACH| 293.00000 32230.00| 250.00000 27500.00| 385.00000 42350.00 CASTING, ADJUST TO GRADE | | | 0022 720-45610 124.000 LFT | 336.00000 41664.00| 135.00000 16740.00| 385.00000 47740.00 STRUCTURE, CATCH BASIN, RECONSTRUCT | | | 0023 720-99315 2.000 EACH| 370.00000 740.00| 250.00000 500.00| 450.00000 900.00 CLEAN EXISTING CATCH BASINS | | | 0024 801-06203 30882.000 LFT | 0.15000 4632.30| 0.18000 5558.76| 0.23000 7102.86 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 30882.000 LFT | 0.95000 29337.90| 0.85000 26249.70| 0.65000 20073.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 102.000 EACH| 102.00000 10404.00| 102.00000 10404.00| 95.00000 9690.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 107000.00000 107000.00 MAINTAINING TRAFFIC | | | 0028 802-91122 1.000 EACH| 125.00000 125.00| 125.00000 125.00| 125.00000 125.00 SIGN, GROUND MOUNTED, RESET | | | 0029 805-78470 26294.000 LFT | 0.20000 5258.80| 0.20000 5258.80| 0.20000 5258.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0030 805-78795 7962.000 LFT | 6.50000 51753.00| 6.50000 51753.00| 6.50000 51753.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 808-03002 22500.000 LFT | 0.41000 9225.00| 0.37000 8325.00| 0.37000 8325.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0032 808-03631 32288.000 LFT | 0.41000 13238.08| 0.37000 11946.56| 0.37000 11946.56 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0033 808-03632 81500.000 LFT | 0.41000 33415.00| 0.37000 30155.00| 0.37000 30155.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,117,468.04 ROUTE : 33 CALL ORDER : 280 CONTRACT ID : RS-26440-A COUNTIES : ELKHART LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-04767 150.000 LFT | 6.05000 907.50| 5.00000 750.00| 5.00000 750.00 LINE , EPOXY, SOLID, WHITE, 12 IN., | | | CROSSHATCH | | | 0035 808-04767 290.000 LFT | 0.51000 147.90| 0.47000 136.30| 0.47000 136.30 LINE , EPOXY, SOLID, WHITE, 5 IN. | | | 0036 808-04767 210.000 LFT | 0.51000 107.10| 0.47000 98.70| 0.47000 98.70 LINE , EPOXY, SOLID, YELLOW, 5 IN. | | | 0037 808-04896 10750.000 LFT | 0.41000 4407.50| 0.37000 3977.50| 0.37000 3977.50 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0038 808-05534 285.000 LFT | 0.82000 233.70| 2.05000 584.25| 2.05000 584.25 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0039 808-07310 531.000 LFT | 6.05000 3212.55| 5.00000 2655.00| 5.00000 2655.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0040 808-74805 1757.000 LFT | 12.00000 21084.00| 11.80000 20732.60| 11.80000 20732.60 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0041 808-74807 92.000 EACH| 93.75000 8625.00| 147.00000 13524.00| 147.00000 13524.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0042 808-74808 83.000 EACH| 139.15000 11549.45| 155.00000 12865.00| 155.00000 12865.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0043 808-74809 3.000 EACH| 853.05000 2559.15| 750.00000 2250.00| 750.00000 2250.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0044 808-75996 2502.000 EACH| 3.05000 7631.10| 2.50000 6255.00| 4.30000 10758.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 2995.000 EACH| 19.40000 58103.00| 19.40000 58103.00| 17.45000 52262.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 808-94455 1033.000 LFT | 3.03000 3129.99| 3.25000 3357.25| 3.25000 3357.25 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0047 711-90648 LUMP| 150087.00000 150087.00| 140912.98000 140912.98| 134810.00000 134810.00 TESTING AND MONITORING EQUIPMENT | | | SECTION TOTALS | $ 2,095,631.89| $ 2,123,986.86| $ 2,128,312.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,095,631.89| $ 2,123,986.86| $ 2,128,312.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,117,468.04 ROUTE : 33 CALL ORDER : 280 CONTRACT ID : RS-26440-A COUNTIES : ELKHART LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-0997978 | |WALSH & KELLY |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| 8000.00000 8000.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1600.00000 9600.00| 1700.00000 10200.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 110000.00000 110000.00| 140000.00000 140000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 12.500 LFT | 10.00000 125.00| 10.50000 131.25| GUARDRAIL, REMOVE | | | 0005 202-60820 291964.720 SYS | 0.58000 169339.54| 0.75000 218973.54| SURFACE MILLING, ASPHALT | | | 0006 202-60822 300.000 SYS | 5.20000 1560.00| 2.21000 663.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0007 202-74035 2.000 EACH| 250.00000 500.00| 50.00000 100.00| SIGN, REMOVE | | | 0008 202-93135 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| RAILROAD CROSSING, REMOVE | | | 0009 202-93741 4.000 EACH| 100.00000 400.00| 100.00000 400.00| GUARD RAIL END TREATMENT, REMOVE | | | 0010 303-01180 88.890 TON | 24.00000 2133.36| 27.50000 2444.48| COMPACTED AGGREGATE, 53 | | | 0011 304-07490 200.000 TON | 70.00000 14000.00| 110.00000 22000.00| HMA PATCHING, TYPE B | | | 0012 401-06264 LUMP| 6000.00000 6000.00| 12000.00000 12000.00| PROFILOGRAPH, HMA | | | 0013 401-07334 27130.000 TON | 42.00000 1139460.00| 60.00000 1627800.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm , SMA | | | 0014 402-07433 1714.100 TON | 70.00000 119987.00| 70.00000 119987.00| HMA TYPE B, SURFACE | | | 0015 402-07451 200.000 TON | 34.00000 6800.00| 45.00000 9000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0016 406-05520 70.230 TON | 240.00000 16855.20| 176.00000 12360.48| ASPHALT FOR TACK COAT | | | 0017 506-06333 32.000 SYS | 130.00000 4160.00| 234.00000 7488.00| PCCP PATCHING, FULL DEPTH | | | 0018 601-94689 4.000 EACH| 2300.00000 9200.00| 2400.00000 9600.00| GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 2.000 EACH| 900.00000 1800.00| 945.00000 1890.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,117,468.04 ROUTE : 33 CALL ORDER : 280 CONTRACT ID : RS-26440-A COUNTIES : ELKHART LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-0997978 | |WALSH & KELLY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 720-01894 49.000 EACH| 600.00000 29400.00| 431.43000 21140.07| CASTING, FURNISH AND ADJUST TO GRADE | | | 0021 720-44000 110.000 EACH| 330.00000 36300.00| 352.50000 38775.00| CASTING, ADJUST TO GRADE | | | 0022 720-45610 124.000 LFT | 240.00000 29760.00| 250.00000 31000.00| STRUCTURE, CATCH BASIN, RECONSTRUCT | | | 0023 720-99315 2.000 EACH| 600.00000 1200.00| 260.00000 520.00| CLEAN EXISTING CATCH BASINS | | | 0024 801-06203 30882.000 LFT | 0.20000 6176.40| 0.25000 7720.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 30882.000 LFT | 1.10000 33970.20| 1.20000 37058.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 102.000 EACH| 102.00000 10404.00| 136.00000 13872.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 60000.00000 60000.00| 55000.00000 55000.00| MAINTAINING TRAFFIC | | | 0028 802-91122 1.000 EACH| 125.00000 125.00| 125.00000 125.00| SIGN, GROUND MOUNTED, RESET | | | 0029 805-78470 26294.000 LFT | 0.20000 5258.80| 0.20000 5258.80| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0030 805-78795 7962.000 LFT | 6.50000 51753.00| 6.50000 51753.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 808-03002 22500.000 LFT | 0.41000 9225.00| 0.45000 10125.00| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0032 808-03631 32288.000 LFT | 0.41000 13238.08| 0.42000 13560.96| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0033 808-03632 81500.000 LFT | 0.41000 33415.00| 0.41000 33415.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0034 808-04767 150.000 LFT | 6.05000 907.50| 6.05000 907.50| LINE , EPOXY, SOLID, WHITE, 12 IN., | | | CROSSHATCH | | | 0035 808-04767 290.000 LFT | 0.51000 147.90| 0.51000 147.90| LINE , EPOXY, SOLID, WHITE, 5 IN. | | | 0036 808-04767 210.000 LFT | 0.51000 107.10| 0.51000 107.10| LINE , EPOXY, SOLID, YELLOW, 5 IN. | | | 0037 808-04896 10750.000 LFT | 0.41000 4407.50| 0.41000 4407.50| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0038 808-05534 285.000 LFT | 0.82000 233.70| 0.82000 233.70| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0039 808-07310 531.000 LFT | 6.05000 3212.55| 6.05000 3212.55| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,117,468.04 ROUTE : 33 CALL ORDER : 280 CONTRACT ID : RS-26440-A COUNTIES : ELKHART LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-0997978 | |WALSH & KELLY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-74805 1757.000 LFT | 12.00000 21084.00| 12.00000 21084.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0041 808-74807 92.000 EACH| 93.75000 8625.00| 95.00000 8740.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0042 808-74808 83.000 EACH| 139.15000 11549.45| 140.00000 11620.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0043 808-74809 3.000 EACH| 853.05000 2559.15| 855.00000 2565.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0044 808-75996 2502.000 EACH| 3.05000 7631.10| 3.55000 8882.10| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 2995.000 EACH| 19.40000 58103.00| 19.50000 58402.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0046 808-94455 1033.000 LFT | 3.03000 3129.99| 3.03000 3129.99| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0047 711-90648 LUMP| 140912.98000 140912.98| 148000.00000 148000.00| TESTING AND MONITORING EQUIPMENT | | | SECTION TOTALS | $ 2,214,756.50| $ 2,807,801.32| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,214,756.50| $ 2,807,801.32| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,365,000.00 ROUTE : JEFFERSON BOULEVARD CALL ORDER : 600 CONTRACT ID : B -26546-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9971034 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,655,221.83 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,097,037.30 116.6394% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 3,841,102.70 144.6622% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1582109 |(3) 35-1128289 |SUPERIOR CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 38000.00000 38000.00| 26195.53000 26195.53| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1700.00000 27200.00| 2433.38000 38934.08| 1600.00000 25600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 135000.00000 135000.00| 150000.00000 150000.00| 192055.00000 192055.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01502 5.000 EACH| 225.00000 1125.00| 210.00000 1050.00| 250.00000 1250.00 LIGHT STANDARD, REMOVE | | | 0005 202-02240 3265.000 SYS | 20.00000 65300.00| 7.18000 23442.70| 10.00000 32650.00 PAVEMENT, REMOVE | | | 0006 202-02278 1140.000 LFT | 4.00000 4560.00| 4.08000 4651.20| 2.25000 2565.00 CURB, CONCRETE, REMOVE | | | 0007 202-07553 5940.000 CYS | 6.35000 37719.00| 10.00000 59400.00| 6.00000 35640.00 REGULATED MATERIALS, REMOVE, TYPE Y | | | 0008 202-07554 5940.000 CYS | 7.95000 47223.00| 10.00000 59400.00| 8.00000 47520.00 REGULATED MATERIALS, TRANSPORT, TYPE Y | | | 0009 202-07555 5940.000 CYS | 18.00000 106920.00| 20.00000 118800.00| 34.00000 201960.00 REGULATED MATERIALS, DISPOSE, TYPE Y | | | 0010 202-51328 LUMP| 383000.00000 383000.00| 292882.87000 292882.87| 476623.00000 476623.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-52710 1236.000 SYS | 6.00000 7416.00| 3.57000 4412.52| 3.00000 3708.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60820 705.000 SYS | 7.45000 5252.25| 4.40000 3102.00| 9.00000 6345.00 SURFACE MILLING, ASPHALT | | | 0013 202-91707 7.000 EACH| 2000.00000 14000.00| 80.00000 560.00| 100.00000 700.00 LIGHT FIXTURE AND CONDUIT, REMOVE AND | | | REPLACE | | | 0014 211-07454 5539.000 CYS | 20.00000 110780.00| 20.00000 110780.00| 16.00000 88624.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,365,000.00 ROUTE : JEFFERSON BOULEVARD CALL ORDER : 600 CONTRACT ID : B -26546-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1582109 |(3) 35-1128289 |SUPERIOR CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07450 121.000 TON | 65.00000 7865.00| 76.00000 9196.00| 80.00000 9680.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0016 406-05521 1620.000 SYS | 0.01000 16.20| 0.03000 48.60| 0.04000 64.80 ASPHALT FOR TACK COAT | | | 0017 502-06327 3265.000 SYS | 60.00000 195900.00| 48.23000 157470.95| 50.00000 163250.00 PCCP, 10 IN. , REINFORCED | | | 0018 602-06639 820.000 LFT | 35.00000 28700.00| 32.04000 26272.80| 35.00000 28700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 604-01920 15.500 SYS | 53.45000 828.48| 168.22000 2607.41| 225.00000 3487.50 CONCRETE PAVERS | | | 0020 604-06070 973.000 SYS | 18.90000 18389.70| 28.04000 27282.92| 19.50000 18973.50 SIDEWALK, CONCRETE | | | 0021 605-06090 1140.000 LFT | 17.50000 19950.00| 18.89000 21534.60| 14.00000 15960.00 CURB, INTEGRAL, CONCRETE | | | 0022 605-06120 368.000 LFT | 22.20000 8169.60| 19.88000 7315.84| 28.50000 10488.00 CURB, CONCRETE | | | 0023 621-06570 14.000 CYS | 22.00000 308.00| 13.72000 192.08| 56.00000 784.00 TOP SOIL | | | 0024 621-06574 103.000 SYS | 4.00000 412.00| 19.40000 1998.20| 22.00000 2266.00 SODDING | | | 0025 622-05654 87.000 EACH| 30.55000 2657.85| 26.50000 2305.50| 34.00000 2958.00 PLANT, PERENNIAL | | | 0026 702-51005 252.000 CYS | 180.00000 45360.00| 170.00000 42840.00| 350.00000 88200.00 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51090 924.000 LBS | 10.00000 9240.00| 10.43000 9637.32| 55.00000 50820.00 BRONZE PLATES | | | 0028 702-51110 1932.000 LBS | 3.00000 5796.00| 1.89000 3651.48| 2.00000 3864.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0029 702-51863 5836.000 EACH| 8.25000 48147.00| 3.00000 17508.00| 9.25000 53983.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51030 27518.000 LBS | 0.75000 20638.50| 0.68000 18712.24| 0.80000 22014.40 REINFORCING STEEL | | | 0031 703-51032 76788.000 LBS | 0.80000 61430.40| 0.76000 58358.88| 0.90000 69109.20 REINFORCING STEEL, EPOXY COATED | | | 0032 704-51002 688.000 CYS | 710.00000 488480.00| 1230.00000 846240.00| 1400.00000 963200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-51025 1062.000 LFT | 105.00000 111510.00| 225.10000 239056.20| 155.00000 164610.00 CONCRETE, C, RAILING | | | 0034 708-51813 5567.000 SFT | 28.00000 155876.00| 55.43000 308578.81| 55.00000 306185.00 PNEUMATICALLY PLACED MORTAR | | | 0035 708-51814 4500.000 SFT | 4.00000 18000.00| 4.00000 18000.00| 4.25000 19125.00 WELDED STEEL WIRE FABRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 600 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,365,000.00 ROUTE : JEFFERSON BOULEVARD CALL ORDER : 600 CONTRACT ID : B -26546-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1582109 |(3) 35-1128289 |SUPERIOR CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 709-51821 LUMP| 8280.00000 8280.00| 10001.45000 10001.45| 11500.00000 11500.00 SURFACE SEAL | | | 0037 711-51114 32.000 EACH| 85.00000 2720.00| 15.61000 499.52| 35.00000 1120.00 ANCHOR BOLT, AR22 | | | 0038 714-96642 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 400000.00000 400000.00 TEMPORARY RETAINING WALL | | | 0039 715-04629 2.000 EACH| 1200.00000 2400.00| 158.72000 317.44| 500.00000 1000.00 PIPE , BLIND FLANGE | | | 0040 720-04721 1.000 EACH| 6500.00000 6500.00| 7098.68000 7098.68| 5500.00000 5500.00 MANHOLE, K , MODIFIED | | | 0041 727-90308 1018.000 LFT | 34.00000 34612.00| 34.00000 34612.00| 36.00000 36648.00 EPOXY INJECTION, CRACK PREPARATION | | | 0042 727-90309 200.000 GAL | 69.00000 13800.00| 59.00000 11800.00| 70.00000 14000.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0043 727-93560 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 5000.00000 5000.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0044 728-98377 LUMP| 78880.00000 78880.00| 78880.78000 78880.78| 80000.00000 80000.00 MASONRY COATING | | | 0047 732-96670 684.000 LFT | 62.00000 42408.00| 33.67000 23030.28| 24.00000 16416.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0048 801-06203 2240.000 LFT | 0.20000 448.00| 0.20000 448.00| 0.21000 470.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0049 801-06207 9475.000 LFT | 0.75000 7106.25| 0.80000 7580.00| 0.80000 7580.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06606 7.000 EACH| 98.00000 686.00| 210.00000 1470.00| 100.00000 700.00 BARRICADE, IIIB | | | 0051 801-06625 10.000 EACH| 56.00000 560.00| 60.00000 600.00| 60.00000 600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 22.000 EACH| 102.00000 2244.00| 150.00000 3300.00| 105.00000 2310.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH| 39.00000 234.00| 35.00000 210.00| 45.00000 270.00 CONSTRUCTION SIGN, B | | | 0054 801-06710 720.000 DAY | 10.00000 7200.00| 14.00000 10080.00| 20.00000 14400.00 FLASHING ARROW SIGN | | | 0055 801-06775 LUMP| 5490.00000 5490.00| 13302.74000 13302.74| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0056 805-01652 4176.000 LFT | 0.85000 3549.60| 1.30000 5428.80| 1.40000 5846.40 WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0057 805-04607 6000.000 LFT | 10.00000 60000.00| 4.90000 29400.00| 3.00000 18000.00 CONDUIT, PVC, 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/27/02 PAGE : 600 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,365,000.00 ROUTE : JEFFERSON BOULEVARD CALL ORDER : 600 CONTRACT ID : B -26546-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1582109 |(3) 35-1128289 |SUPERIOR CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 805-06592 205.000 LFT | 9.00000 1845.00| 9.20000 1886.00| 10.00000 2050.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0059 805-06595 1044.000 LFT | 6.00000 6264.00| 4.50000 4698.00| 6.00000 6264.00 CONDUIT, PVC, 2 IN. | | | 0060 805-86920 18.000 EACH| 15.00000 270.00| 24.10000 433.80| 28.00000 504.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0061 805-86925 8.000 EACH| 18.00000 144.00| 13.10000 104.80| 15.00000 120.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0062 805-86930 16.000 EACH| 20.00000 320.00| 25.00000 400.00| 30.00000 480.00 INSULATING LINK, NOT WATERPROOFED | | | 0063 805-86935 8.000 EACH| 22.00000 176.00| 15.70000 125.60| 20.00000 160.00 INSULATING LINK, WATERPROOFED | | | 0064 805-98336 205.000 LFT | 3.20000 656.00| 3.80000 779.00| 4.50000 922.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0065 807-02191 2.000 EACH| 500.00000 1000.00| 550.00000 1100.00| 600.00000 1200.00 HANDHOLE, LIGHTING | | | 0066 807-03950 8.000 EACH| 2500.00000 20000.00| 3250.00000 26000.00| 3500.00000 28000.00 LUMINAIRE, ORNAMENTAL | | | 0067 807-86910 8.000 EACH| 25.00000 200.00| 22.90000 183.20| 25.00000 200.00 CONNECTOR KIT, UNFUSED | | | 0068 807-86915 8.000 EACH| 25.00000 200.00| 28.90000 231.20| 32.00000 256.00 CONNECTOR KIT, FUSED | | | 0069 808-03002 790.000 LFT | 1.40000 1106.00| 0.75000 592.50| 0.80000 632.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0070 808-03631 1480.000 LFT | 1.40000 2072.00| 0.75000 1110.00| 0.80000 1184.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0071 808-03632 2540.000 LFT | 1.40000 3556.00| 0.75000 1905.00| 0.80000 2032.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0072 808-06716 1500.000 LFT | 0.40000 600.00| 1.25000 1875.00| 1.25000 1875.00 LINE, REMOVE | | | 0073 732-01525 2.000 EACH| 197.50000 395.00| 256.67000 513.34| 200.00000 400.00 VALVE BOX , CAST IRON | | | 0074 732-03063 2.000 EACH| 2065.00000 4130.00| 310.72000 621.44| 4000.00000 8000.00 TAPPING SLEEVE AND VALVE, 12 IN. X 12 | | | IN. | | | SECTION TOTALS | $ 2,655,221.83| $ 3,097,037.30| $ 3,841,102.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,655,221.83| $ 3,097,037.30| $ 3,841,102.70 ====================================================================================================================================