INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 89,138.66 ROUTE : CALL ORDER : 500 CONTRACT ID : M -23995-A COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1167376 KEISER & KEISER CONTRACTORS, INC. $ 86,534.60 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 89,798.70 103.7720% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 96,130.30 111.0888% ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 |(3) 35-0918397 |KEISER & KEISER CONTRACTORS,|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 8300.00000 8300.00| 4495.00000 4495.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 6994.000 m2 | 2.80000 19583.20| 2.50000 17485.00| 3.00000 20982.00 SURFACE MILLING, ASPHALT | | | 0003 305-05204 5.000 Mg | 198.00000 990.00| 140.00000 700.00| 200.00000 1000.00 HMA FOR PATCHING | | | 0004 402-05477 1543.600 Mg | 34.00000 52482.40| 38.00000 58656.80| 38.00000 58656.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0005 406-05520 5.700 Mg | 200.00000 1140.00| 330.00000 1881.00| 150.00000 855.00 ASPHALT FOR TACK COAT | | | 0006 610-05527 15.700 Mg | 80.00000 1256.00| 60.00000 942.00| 90.00000 1413.00 HMA FOR APPROACHES | | | 0007 801-06731 32.000 m | 3.00000 96.00| 13.00000 416.00| 3.00000 96.00 TEMPORARY PAVEMENT MARKING, I | | | 0008 801-06775 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 7820.00000 7820.00 MAINTAINING TRAFFIC | | | 0009 808-06714 330.000 m | 0.90000 297.00| 0.95000 313.50| 1.00000 330.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0010 808-75297 38.000 m | 13.00000 494.00| 13.25000 503.50| 14.00000 532.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0011 808-75300 99.000 m | 4.00000 396.00| 4.10000 405.90| 4.50000 445.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 86,534.60| $ 89,798.70| $ 96,130.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 86,534.60| $ 89,798.70| $ 96,130.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 231,SR 64,162,164 CALL ORDER : 510 CONTRACT ID : M -24196-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & COMPANY, INC. $ 822,386.09 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 854,817.00 103.9435% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 515 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 208,810.00 ROUTE : I-74, I-70, I-69 CALL ORDER : 515 CONTRACT ID : M -24226-C COUNTIES : HANCOCK SHELBY LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS CONTRACT TIME : 07/28/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE COMPANY, INC. $ 179,901.90 100.0000% 2 23-2332783 DEANGELO BROTHERS, INC. $ 194,491.13 108.1095% 3 35-1636776 LINKEL COMPANY $ 198,855.00 110.5352% 4 23-1483991 HARSCO CORPORATION $ 434,397.07 241.4633% ==================================================================================================================================== |(1) 35-1038926 |(2) 23-2332783 |(3) 35-1636776 |TOWNSEND TREE SERVICE COMPAN|DEANGELO BROTHERS, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 110-01001 LUMP| 900.00000 900.00| 4500.00000 4500.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 624-92647 2009.000 ha | 89.10000 179001.90| 94.57000 189991.13| 95.00000 190855.00 HERBICIDE TREATMENT | | | SECTION TOTALS | $ 179,901.90| $ 194,491.13| $ 198,855.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,901.90| $ 194,491.13| $ 198,855.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 515 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 208,810.00 ROUTE : I-74, I-70, I-69 CALL ORDER : 515 CONTRACT ID : M -24226-C COUNTIES : HANCOCK SHELBY LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 23-1483991 | | |HARSCO CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 110-01001 LUMP| 2000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 624-92647 2009.000 ha | 215.23000 432397.07| | HERBICIDE TREATMENT | | | SECTION TOTALS | $ 434,397.07| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 434,397.07| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,836.91 ROUTE : 64, 65, 265 CALL ORDER : 520 CONTRACT ID : M -24253-A COUNTIES : CLARK FLOYD LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT HARRISON CONTRACT TIME : 05/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 154,087.20 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 174,033.00 112.9444% ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL, REPAIR | | | 0001 105-06790 12.000 MOS | 1200.00000 14400.00| 1334.00000 16008.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5200.00000 5200.00| 1957.70000 1957.70| MOBILIZATION AND DEMOBILIZATION | | | 0003 601-01128 1.000 EACH| 900.00000 900.00| 736.85000 736.85| GUARDRAIL TRANSITION TYPE WGB | | | 0004 601-01522 1.000 EACH| 1200.00000 1200.00| 1132.66000 1132.66| GUARDRAIL TRANSITION TYPE TGB | | | 0005 601-02103 152.400 m | 28.00000 4267.20| 42.78000 6519.67| GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0006 601-02212 50.000 EACH| 13.50000 675.00| 16.09000 804.50| GUARDRAIL POST, BRACKET, 12.6 kg PER m, | | | GALVANIZED, 432 mm | | | 0007 601-03444 5.000 EACH| 70.00000 350.00| 66.31000 331.55| CAT TRANSITION STEEL POST, MK 9 | | | 0008 601-03445 5.000 EACH| 105.00000 525.00| 131.85000 659.25| CAT TRANSITION PANEL, MK WC | | | 0009 601-03446 5.000 EACH| 100.00000 500.00| 111.39000 556.95| CAT TRANSITION CABLE, MK CA | | | 0010 601-03447 5.000 EACH| 60.00000 300.00| 152.90000 764.50| CAT BRACKET MK BK, FOR TRANSITION CABLE,| | | MK CA | | | 0011 601-03448 5.000 EACH| 20.00000 100.00| 21.89000 109.45| CAT TRANSITION STEEL POST BRACKET, MK D | | | 0012 601-03462 75.000 EACH| 45.00000 3375.00| 44.38000 3328.50| GUARDRAIL, POST STEEL, 12.5 kg PER m, | | | 2.1 m | | | 0013 601-03471 5.000 EACH| 3000.00000 15000.00| 2684.95000 13424.75| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,836.91 ROUTE : 64, 65, 265 CALL ORDER : 520 CONTRACT ID : M -24253-A COUNTIES : CLARK FLOYD LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT HARRISON SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-03599 3.000 EACH| 105.00000 315.00| 121.88000 365.64| GUARDRAIL, THRIE BEAM, RAIL SECTION, 3, | | | 810 m | | | 0015 601-03683 50.000 h | 180.00000 9000.00| 279.10000 13955.00| COMBINATION ATTENUATING TERMINAL, | | | REPAIR, LABOR ONLY | | | 0016 601-61340 75.000 EACH| 52.00000 3900.00| 76.64000 5748.00| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 1905 mm LONG | | | 0017 601-61350 50.000 EACH| 15.00000 750.00| 15.29000 764.50| GUARDRAIL POST BRACKET, 23 kg PER m, | | | GALVANIZED, 362 mm | | | 0018 601-61390 5.000 EACH| 35.00000 175.00| 21.83000 109.15| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0019 601-61400 5.000 EACH| 320.00000 1600.00| 300.00000 1500.00| GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0020 601-61545 25.000 EACH| 22.00000 550.00| 33.89000 847.25| GUARDRAIL POST, ALUMINUM, INSTALL | | | 0021 601-62530 1.000 EACH| 125.00000 125.00| 274.80000 274.80| GUARDRAIL PIER CONNECTION, ES | | | 0022 601-62540 500.000 EACH| 15.00000 7500.00| 19.70000 9850.00| GUARDRAIL POST, PLUMB | | | 0023 601-62555 75.000 m | 5.00000 375.00| 19.78000 1483.50| GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM,| | | LABOR ONLY | | | 0024 601-62580 10.000 EACH| 15.00000 150.00| 19.11000 191.10| GUARDRAIL SPLICE BAR, ALUMINUM | | | 0025 601-90678 8.000 m3 | 170.00000 1360.00| 570.91000 4567.28| CONCRETE, A, BURIED END SECTION | | | 0026 601-91428 6.000 EACH| 205.00000 1230.00| 200.50000 1203.00| GUARDRAIL ATTENUATING TERMINAL, NOSE | | | ASSEMBLY, MKN | | | 0027 601-91432 6.000 EACH| 200.00000 1200.00| 311.50000 1869.00| GUARDRAIL ATTENUATING TERMINAL, SIDE | | | PLATE, MKSD | | | 0028 601-91504 5.000 EACH| 100.00000 500.00| 90.98000 454.90| GUARDRAIL POST, W1, 250 mm X 250 mm | | | 0029 601-91505 5.000 EACH| 80.00000 400.00| 59.01000 295.05| GUARDRAIL POST, W2, 200 mm X 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 211,836.91 ROUTE : 64, 65, 265 CALL ORDER : 520 CONTRACT ID : M -24253-A COUNTIES : CLARK FLOYD LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT HARRISON SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-91542 5.000 EACH| 20.00000 100.00| 12.73000 63.65| GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0031 601-91649 2.000 EACH| 125.00000 250.00| 135.00000 270.00| GUARDRAIL THRIE BEAM TRANSITION SECTION,| | | GALVANIZED | | | 0032 601-91653 2.000 EACH| 115.00000 230.00| 99.96000 199.92| GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED | | | 0033 601-93346 5.000 EACH| 45.00000 225.00| 117.10000 585.50| GUARDRAIL CONNECTOR, AS | | | 0034 601-94645 3.000 EACH| 165.00000 495.00| 170.15000 510.45| GUARDRAIL END TREATMENT, SENTRE , NOSE | | | PIECE ONLY | | | 0035 601-94689 5.000 EACH| 3500.00000 17500.00| 3144.60000 15723.00| GUARDRAIL END TREATMENT, OS | | | 0036 601-94690 3.000 EACH| 3500.00000 10500.00| 3144.60000 9433.80| GUARDRAIL END TREATMENT, MS | | | 0037 601-95972 5.000 EACH| 75.00000 375.00| 51.70000 258.50| GUARDRAIL POST (CRT), 200 mm X 150 mm, | | | TREATED LUMBER, 1829 mm LONG | | | 0038 601-96591 1500.000 m | 15.00000 22500.00| 19.89000 29835.00| GUARDRAIL PANEL, STEEL BEAM | | | 0039 601-97947 100.000 EACH| 4.40000 440.00| 5.54000 554.00| GUARDRAIL CLAMP BAR, ALUMINUM | | | 0040 601-97950 5.000 EACH| 20.00000 100.00| 10.88000 54.40| GUARDRAIL POST BRACKET, TREATED TIMBER, | | | 150 mm X 150 mm | | | 0041 601-99105 500.000 m | 33.30000 16650.00| 34.53000 17265.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0042 601-99109 50.000 m | 72.00000 3600.00| 78.29000 3914.50| GUARDRAIL, W BEAM, DOUBLE FACED, 0.952 | | | m SPACING | | | 0043 601-99123 1.000 EACH| 1900.00000 1900.00| 1896.30000 1896.30| GUARDRAIL TRANSITION, GP | | | 0044 801-06775 LUMP| 3300.00000 3300.00| 3656.48000 3656.48| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 154,087.20| $ 174,033.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 154,087.20| $ 174,033.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,158.97 ROUTE : 1 CALL ORDER : 530 CONTRACT ID : M -24254-A COUNTIES : DEARBORN LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2032723 L M S ENVIRONMENTAL CONTRACTING, INC. $ 289,806.90 100.0000% 2 35-1385672 FORCE CONSTRUCTION COMPANY, INC. $ 296,422.31 102.2826% 3 31-0515195 VALLEY ASPHALT CORPORATION $ 300,133.94 103.5634% 4 35-1698047 GRADEX, INC. $ 314,093.24 108.3801% 5 35-1315965 FOX CONTRACTORS CORPORATION $ 325,342.83 112.2619% 6 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 325,965.07 112.4766% 7 35-2035887 KUHN CONSTRUCTION COMPANY, INC. $ 346,541.82 119.5768% 8 35-1912582 EDSAM CONSTRUCTION, INC. $ 373,850.30 128.9997% 9 35-1636776 LINKEL COMPANY $ 375,000.00 129.3965% ==================================================================================================================================== |(1) 35-2032723 |(2) 35-1385672 |(3) 31-0515195 |L M S ENVIRONMENTAL CONTRACT|FORCE CONSTRUCTION COMPANY, |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 202-02272 25.000 LFT | 21.00000 525.00| 16.80000 420.00| 5.24000 131.00 PAVED SIDE DITCH, REMOVE | | | 0002 203-02000 4103.270 CYS | 5.06000 20762.55| 6.44000 26425.06| 4.73000 19408.47 EXCAVATION, COMMON | | | 0003 203-02070 8141.200 CYS | 9.60000 78155.52| 8.40000 68386.08| 6.48000 52754.98 BORROW | | | 0004 211-02060 500.960 CYS | 24.74000 12393.75| 20.16000 10099.35| 23.02000 11532.10 B BORROW FOR STRUCTURE BACKFILL | | | 0005 616-02320 8923.000 SYS | 1.18000 10529.14| 2.25000 20076.75| 1.08000 9636.84 GEOTEXTILES | | | 0006 616-06405 5587.200 TON | 18.81000 105095.23| 17.36000 96993.79| 16.96000 94758.91 RIPRAP, REVETMENT | | | 0007 715-02398 3.000 EACH| 803.03000 2409.09| 2039.59000 6118.77| 1798.44000 5395.32 SAFETY METAL END SECTION, 6:1, 36 IN. | | | 0008 715-05019 320.000 LFT | 25.77000 8246.40| 28.00000 8960.00| 43.57000 13942.40 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0009 715-05127 250.000 LFT | 29.10000 7275.00| 33.60000 8400.00| 39.43000 9857.50 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0010 715-05128 35.000 LFT | 37.69000 1319.15| 40.32000 1411.20| 60.91000 2131.85 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0011 715-06077 1.000 EACH| 2414.33000 2414.33| 2465.25000 2465.25| 2285.08000 2285.08 SAFETY METAL END SECTION, 6:1, 42 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,158.97 ROUTE : 1 CALL ORDER : 530 CONTRACT ID : M -24254-A COUNTIES : DEARBORN LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2032723 |(2) 35-1385672 |(3) 31-0515195 |L M S ENVIRONMENTAL CONTRACT|FORCE CONSTRUCTION COMPANY, |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 715-06078 1.000 EACH| 3130.90000 3130.90| 3151.66000 3151.66| 2999.09000 2999.09 SAFETY METAL END SECTION, 6:1, 48 IN. | | | 0013 720-95101 1.000 EACH| 2564.00000 2564.00| 1568.00000 1568.00| 6349.74000 6349.74 MANHOLE, L2 | | | 0014 720-95555 1.000 EACH| 2564.00000 2564.00| 2016.00000 2016.00| 7883.51000 7883.51 MANHOLE, M2 | | | 0015 801-06640 16.000 EACH| 90.39000 1446.24| 78.40000 1254.40| 100.00000 1600.00 CONSTRUCTION SIGN, A | | | 0016 900-06790 5.000 MOS | 1253.00000 6265.00| 1344.00000 6720.00| 1000.00000 5000.00 FIELD OFFICE, 300 SQ FT | | | 0017 920-06775 LUMP| 9961.50000 9961.50| 5000.00000 5000.00| 32651.47000 32651.47 MAINTAINING TRAFFIC | | | 0018 930-06845 LUMP| 5240.10000 5240.10| 4500.00000 4500.00| 7815.68000 7815.68 CONSTRUCTION ENGINEERING | | | 0019 940-01001 LUMP| 9510.00000 9510.00| 22456.00000 22456.00| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 289,806.90| $ 296,422.31| $ 300,133.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,806.90| $ 296,422.31| $ 300,133.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,158.97 ROUTE : 1 CALL ORDER : 530 CONTRACT ID : M -24254-A COUNTIES : DEARBORN LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1698047 |(5) 35-1315965 |(6) 35-1817574 |GRADEX, INC. |FOX CONTRACTORS CORPORATION |YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 202-02272 25.000 LFT | 15.00000 375.00| 50.00000 1250.00| 12.00000 300.00 PAVED SIDE DITCH, REMOVE | | | 0002 203-02000 4103.270 CYS | 11.60000 47597.93| 6.75000 27697.07| 7.00000 28722.89 EXCAVATION, COMMON | | | 0003 203-02070 8141.200 CYS | 5.50000 44776.60| 6.80000 55360.16| 9.00000 73270.80 BORROW | | | 0004 211-02060 500.960 CYS | 16.00000 8015.36| 20.00000 10019.20| 28.00000 14026.88 B BORROW FOR STRUCTURE BACKFILL | | | 0005 616-02320 8923.000 SYS | 1.25000 11153.75| 1.80000 16061.40| 1.90000 16953.70 GEOTEXTILES | | | 0006 616-06405 5587.200 TON | 18.00000 100569.60| 22.50000 125712.00| 19.00000 106156.80 RIPRAP, REVETMENT | | | 0007 715-02398 3.000 EACH| 1900.00000 5700.00| 2250.00000 6750.00| 1750.00000 5250.00 SAFETY METAL END SECTION, 6:1, 36 IN. | | | 0008 715-05019 320.000 LFT | 47.00000 15040.00| 31.00000 9920.00| 46.00000 14720.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0009 715-05127 250.000 LFT | 67.00000 16750.00| 37.00000 9250.00| 78.00000 19500.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0010 715-05128 35.000 LFT | 85.00000 2975.00| 65.00000 2275.00| 100.00000 3500.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0011 715-06077 1.000 EACH| 2100.00000 2100.00| 2800.00000 2800.00| 2400.00000 2400.00 SAFETY METAL END SECTION, 6:1, 42 IN. | | | 0012 715-06078 1.000 EACH| 2500.00000 2500.00| 3600.00000 3600.00| 2520.00000 2520.00 SAFETY METAL END SECTION, 6:1, 48 IN. | | | 0013 720-95101 1.000 EACH| 5000.00000 5000.00| 2500.00000 2500.00| 3000.00000 3000.00 MANHOLE, L2 | | | 0014 720-95555 1.000 EACH| 7000.00000 7000.00| 3500.00000 3500.00| 3800.00000 3800.00 MANHOLE, M2 | | | 0015 801-06640 16.000 EACH| 115.00000 1840.00| 78.00000 1248.00| 84.00000 1344.00 CONSTRUCTION SIGN, A | | | 0016 900-06790 5.000 MOS | 2000.00000 10000.00| 1000.00000 5000.00| 1100.00000 5500.00 FIELD OFFICE, 300 SQ FT | | | 0017 920-06775 LUMP| 10000.00000 10000.00| 22000.00000 22000.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0018 930-06845 LUMP| 7000.00000 7000.00| 4400.00000 4400.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0019 940-01001 LUMP| 15700.00000 15700.00| 16000.00000 16000.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 314,093.24| $ 325,342.83| $ 325,965.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 314,093.24| $ 325,342.83| $ 325,965.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,158.97 ROUTE : 1 CALL ORDER : 530 CONTRACT ID : M -24254-A COUNTIES : DEARBORN LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2035887 |(8) 35-1912582 |(9) 35-1636776 |KUHN CONSTRUCTION COMPANY, I|EDSAM CONSTRUCTION, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 202-02272 25.000 LFT | 6.00000 150.00| 18.90000 472.50| 40.00000 1000.00 PAVED SIDE DITCH, REMOVE | | | 0002 203-02000 4103.270 CYS | 5.00000 20516.35| 10.08000 41360.96| 8.00000 32826.16 EXCAVATION, COMMON | | | 0003 203-02070 8141.200 CYS | 10.00000 81412.00| 7.56000 61547.47| 10.00000 81412.00 BORROW | | | 0004 211-02060 500.960 CYS | 13.00000 6512.48| 20.16000 10099.35| 20.00000 10019.20 B BORROW FOR STRUCTURE BACKFILL | | | 0005 616-02320 8923.000 SYS | 1.30000 11599.90| 2.52000 22485.96| 1.20000 10707.60 GEOTEXTILES | | | 0006 616-06405 5587.200 TON | 20.00000 111744.00| 19.53000 109118.02| 20.00000 111744.00 RIPRAP, REVETMENT | | | 0007 715-02398 3.000 EACH| 2000.00000 6000.00| 1890.00000 5670.00| 2000.00000 6000.00 SAFETY METAL END SECTION, 6:1, 36 IN. | | | 0008 715-05019 320.000 LFT | 50.00000 16000.00| 37.80000 12096.00| 26.00000 8320.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0009 715-05127 250.000 LFT | 55.00000 13750.00| 41.58000 10395.00| 32.00000 8000.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0010 715-05128 35.000 LFT | 57.00000 1995.00| 50.40000 1764.00| 36.00000 1260.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0011 715-06077 1.000 EACH| 2100.00000 2100.00| 2772.00000 2772.00| 3000.00000 3000.00 SAFETY METAL END SECTION, 6:1, 42 IN. | | | 0012 715-06078 1.000 EACH| 2600.00000 2600.00| 3150.00000 3150.00| 4000.00000 4000.00 SAFETY METAL END SECTION, 6:1, 48 IN. | | | 0013 720-95101 1.000 EACH| 8500.00000 8500.00| 6804.00000 6804.00| 2000.00000 2000.00 MANHOLE, L2 | | | 0014 720-95555 1.000 EACH| 10000.00000 10000.00| 8694.00000 8694.00| 2000.00000 2000.00 MANHOLE, M2 | | | 0015 801-06640 16.000 EACH| 69.00000 1104.00| 86.94000 1391.04| 300.00000 4800.00 CONSTRUCTION SIGN, A | | | 0016 900-06790 5.000 MOS | 1700.00000 8500.00| 1386.00000 6930.00| 2000.00000 10000.00 FIELD OFFICE, 300 SQ FT | | | 0017 920-06775 LUMP| 18728.09000 18728.09| 16300.00000 16300.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0018 930-06845 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 15998.50000 15998.50 CONSTRUCTION ENGINEERING | | | 0019 940-01001 LUMP| 17330.00000 17330.00| 37800.00000 37800.00| 51912.54000 51912.54 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 346,541.82| $ 373,850.30| $ 375,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 346,541.82| $ 373,850.30| $ 375,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 224,563.43 ROUTE : 56 CALL ORDER : 540 CONTRACT ID : M -24255-A COUNTIES : SCOTT JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 33-0349226 PENHALL COMPANY $ 139,461.70 100.0000% ==================================================================================================================================== |(1) 33-0349226 | | |PENHALL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING & GRINDING, CONCRETE | | | 0001 105-06790 5.000 MOS | 800.00000 4000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 13000.00000 13000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-05441 13467.000 m2 | 6.70000 90228.90| | GRIND CONCRETE PAVEMENT | | | 0004 305-92470 12.500 m2 | 315.00000 3937.50| | PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0005 501-02400 LUMP| 1000.00000 1000.00| | PROFILOGRAPH | | | 0006 801-01153 202.000 m | 3.00000 606.00| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0007 801-01154 178.700 m | 3.00000 536.10| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0008 801-06640 29.000 EACH| 60.00000 1740.00| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0010 805-02327 2.000 EACH| 200.00000 400.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0011 805-78470 282.000 m | 1.40000 394.80| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0012 805-78510 28.200 m | 5.00000 141.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0013 805-78795 86.800 m | 40.00000 3472.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0014 808-03178 2.000 EACH| 200.00000 400.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 224,563.43 ROUTE : 56 CALL ORDER : 540 CONTRACT ID : M -24255-A COUNTIES : SCOTT JEFFERSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 33-0349226 | | |PENHALL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-03179 1.000 EACH| 200.00000 200.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0016 808-06695 44.000 m | 1.10000 48.40| | LINE, PAINT, SOLID, WHITE, 125 mm | | | 0017 808-06712 141.000 m | 1.00000 141.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06714 1650.000 m | 1.00000 1650.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 808-75001 275.000 m | 1.00000 275.00| | LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0020 808-75067 8.900 m | 30.00000 267.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0021 808-75996 44.000 EACH| 6.00000 264.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 44.000 EACH| 40.00000 1760.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 139,461.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 139,461.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 545 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 279,578.00 ROUTE : 465 70 CALL ORDER : 545 CONTRACT ID : M -24263-B COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2726271 DAGLAS, A.G. PAINTING COMPANY, INC. $ 260,000.00 100.0000% 2 35-1778430 SPANOS, N.I. PAINTING, INC. $ 349,445.00 134.4019% 3 35-1645115 THREE STAR PAINTING, INC. $ 380,195.99 146.2292% ==================================================================================================================================== |(1) 36-2726271 |(2) 35-1778430 |(3) 35-1645115 |DAGLAS, A.G. PAINTING COMPAN|SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 18000.00000 18000.00| 17500.00000 17500.00| 12559.80000 12559.80 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 24000.00000 24000.00| 29650.00000 29650.00| 23312.35000 23312.35 PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 20000.00000 20000.00| 41480.00000 41480.00| 25925.51000 25925.51 PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 22000.00000 22000.00| 59845.00000 59845.00| 16557.56000 16557.56 PAINT STEEL BRIDGE , STR#3 | | | 0005 619-61000 LUMP| 53000.00000 53000.00| 35695.00000 35695.00| 90999.20000 90999.20 CLEAN STEEL BRIDGE , STR#1 | | | 0006 619-61000 LUMP| 68000.00000 68000.00| 50820.00000 50820.00| 104936.08000 104936.08 CLEAN STEEL BRIDGE , STR#2 | | | 0007 619-61000 LUMP| 36000.00000 36000.00| 81455.00000 81455.00| 54973.68000 54973.68 CLEAN STEEL BRIDGE , STR#3 | | | 0008 619-93423 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 5479.15000 5479.15 POLLUTION CONTROL , STR#1 | | | 0009 619-93423 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| 5769.50000 5769.50 POLLUTION CONTROL , STR#2 | | | 0010 619-93423 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| 5728.62000 5728.62 POLLUTION CONTROL , STR#3 | | | 0011 709-51821 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 5479.15000 5479.15 SURFACE SEAL , STR#1 | | | 0012 709-51821 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 5769.50000 5769.50 SURFACE SEAL , STR#2 | | | 0013 709-51821 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 5728.62000 5728.62 SURFACE SEAL , STR#3 | | | 0014 801-06775 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 5479.15000 5479.15 MAINTAINING TRAFFIC , STR#1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 545 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 279,578.00 ROUTE : 465 70 CALL ORDER : 545 CONTRACT ID : M -24263-B COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2726271 |(2) 35-1778430 |(3) 35-1645115 |DAGLAS, A.G. PAINTING COMPAN|SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 5769.50000 5769.50 MAINTAINING TRAFFIC , STR#2 | | | 0016 801-06775 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 5728.62000 5728.62 MAINTAINING TRAFFIC , STR#3 | | | SECTION TOTALS | $ 260,000.00| $ 349,445.00| $ 380,195.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 260,000.00| $ 349,445.00| $ 380,195.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 231 CALL ORDER : 550 CONTRACT ID : M -24362-A COUNTIES : GREENE LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 110,231.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,657.84 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -24374-A COUNTIES : HANCOCK MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N /A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 241,960.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 263,251.00 108.7993% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 272,287.50 112.5340% 4 31-4351261 SHELLY & SANDS, INC. & SUBSIDIARIES $ 414,805.50 171.4355% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 110-01001 LUMP| 11800.00000 11800.00| 13000.00000 13000.00| 15640.00000 15640.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 4745.000 m2 | 3.50000 16607.50| 4.00000 18980.00| 2.50000 11862.50 SURFACE MILLING, ASPHALT | | | 0003 305-05204 2300.000 Mg | 61.00000 140300.00| 68.00000 156400.00| 67.00000 154100.00 HMA FOR PATCHING | | | 0004 402-05474 890.000 Mg | 34.00000 30260.00| 38.00000 33820.00| 35.00000 31150.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0005 402-05477 410.000 Mg | 43.00000 17630.00| 50.00000 20500.00| 50.00000 20500.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 3.600 Mg | 180.00000 648.00| 200.00000 720.00| 150.00000 540.00 ASPHALT FOR TACK COAT | | | 0007 608-04395 50.000 Mg | 30.00000 1500.00| 40.00000 2000.00| 75.00000 3750.00 AGGREGATE FOR SHOULDER DRAINS | | | 0008 801-06640 48.000 EACH| 68.00000 3264.00| 38.00000 1824.00| 100.00000 4800.00 CONSTRUCTION SIGN, A | | | 0009 801-06644 130.000 m | 2.00000 260.00| 5.40000 702.00| 4.00000 520.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0010 801-06647 130.000 m | 1.00000 130.00| 2.25000 292.50| 1.00000 130.00 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0011 801-06710 35.000 DAY | 19.00000 665.00| 2.00000 70.00| 20.00000 700.00 FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 8008.50000 8008.50| 4000.00000 4000.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0013 805-02441 650.000 m | 1.60000 1040.00| 1.50000 975.00| 1.60000 1040.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,657.84 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -24374-A COUNTIES : HANCOCK MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 805-78795 200.000 m | 35.00000 7000.00| 36.00000 7200.00| 34.00000 6800.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-06711 75.000 m | 0.80000 60.00| 1.50000 112.50| 0.80000 60.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0016 808-06713 290.000 m | 0.80000 232.00| 1.50000 435.00| 0.80000 232.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 1200.000 m | 0.80000 960.00| 0.75000 900.00| 0.80000 960.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0018 808-06723 16.000 EACH| 40.00000 640.00| 33.00000 528.00| 37.00000 592.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0019 808-06724 11.000 EACH| 53.00000 583.00| 41.00000 451.00| 49.00000 539.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0020 808-06726 62.000 m | 6.00000 372.00| 5.50000 341.00| 6.00000 372.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 241,960.00| $ 263,251.00| $ 272,287.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,960.00| $ 263,251.00| $ 272,287.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,657.84 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -24374-A COUNTIES : HANCOCK MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. & SUBSI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 110-01001 LUMP| 15250.00000 15250.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 4745.000 m2 | 3.70000 17556.50| | SURFACE MILLING, ASPHALT | | | 0003 305-05204 2300.000 Mg | 108.60000 249780.00| | HMA FOR PATCHING | | | 0004 402-05474 890.000 Mg | 52.00000 46280.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0005 402-05477 410.000 Mg | 65.00000 26650.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 3.600 Mg | 234.00000 842.40| | ASPHALT FOR TACK COAT | | | 0007 608-04395 50.000 Mg | 58.00000 2900.00| | AGGREGATE FOR SHOULDER DRAINS | | | 0008 801-06640 48.000 EACH| 70.00000 3360.00| | CONSTRUCTION SIGN, A | | | 0009 801-06644 130.000 m | 5.00000 650.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0010 801-06647 130.000 m | 3.50000 455.00| | TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0011 801-06710 35.000 DAY | 55.00000 1925.00| | FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 39400.00000 39400.00| | MAINTAINING TRAFFIC | | | 0013 805-02441 650.000 m | 2.00000 1300.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0014 805-78795 200.000 m | 27.00000 5400.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-06711 75.000 m | 0.90000 67.50| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0016 808-06713 290.000 m | 0.90000 261.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 1200.000 m | 0.90000 1080.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0018 808-06723 16.000 EACH| 40.90000 654.40| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,657.84 ROUTE : VARIOUS CALL ORDER : 560 CONTRACT ID : M -24374-A COUNTIES : HANCOCK MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. & SUBSI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-06724 11.000 EACH| 53.70000 590.70| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0020 808-06726 62.000 m | 6.50000 403.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 414,805.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,805.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,769.74 ROUTE : VARI CALL ORDER : 570 CONTRACT ID : M -24376-A COUNTIES : HANCOCK LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/15/99 COMPLETION DATE 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. $ 169,279.80 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 182,114.10 107.5817% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 199,319.00 117.7452% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, ASPHALT | | | 0001 110-01001 LUMP| 8450.00000 8450.00| 9000.00000 9000.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 26700.000 m2 | 1.17000 31239.00| 1.10000 29370.00| 1.35000 36045.00 SURFACE MILLING, ASPHALT | | | 0003 305-05204 300.000 Mg | 100.00000 30000.00| 121.00000 36300.00| 110.00000 33000.00 HMA FOR PATCHING | | | 0004 402-05477 1700.000 Mg | 38.00000 64600.00| 42.60000 72420.00| 45.00000 76500.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0005 402-05490 400.000 Mg | 38.00000 15200.00| 45.40000 18160.00| 47.00000 18800.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0006 406-05520 9.000 Mg | 180.00000 1620.00| 100.00000 900.00| 150.00000 1350.00 ASPHALT FOR TACK COAT | | | 0007 801-06049 290.000 m | 1.00000 290.00| 2.75000 797.50| 1.00000 290.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0008 801-06640 54.000 EACH| 45.00000 2430.00| 50.00000 2700.00| 100.00000 5400.00 CONSTRUCTION SIGN, A | | | 0009 801-06643 290.000 m | 5.00000 1450.00| 5.40000 1566.00| 4.00000 1160.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0010 801-06710 30.000 DAY | 1.60000 48.00| 21.00000 630.00| 22.00000 660.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 8300.00000 8300.00| 5550.00000 5550.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0012 805-02441 250.000 m | 1.80000 450.00| 1.70000 425.00| 2.00000 500.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0013 805-78795 80.000 m | 37.00000 2960.00| 24.50000 1960.00| 39.00000 3120.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,769.74 ROUTE : VARI CALL ORDER : 570 CONTRACT ID : M -24376-A COUNTIES : HANCOCK LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06712 320.000 m | 0.26000 83.20| 0.27000 86.40| 0.30000 96.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0015 808-06713 360.000 m | 0.26000 93.60| 0.27000 97.20| 0.30000 108.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0016 808-06714 2850.000 m | 0.26000 741.00| 0.27000 769.50| 0.30000 855.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-06723 5.000 EACH| 50.00000 250.00| 53.00000 265.00| 53.00000 265.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0018 808-06724 5.000 EACH| 70.00000 350.00| 73.50000 367.50| 74.00000 370.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0019 808-06726 30.000 m | 14.50000 435.00| 15.00000 450.00| 16.00000 480.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0020 808-75072 20.000 m | 14.50000 290.00| 15.00000 300.00| 16.00000 320.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | SECTION TOTALS | $ 169,279.80| $ 182,114.10| $ 199,319.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 169,279.80| $ 182,114.10| $ 199,319.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,592.50 ROUTE : STATE FAIR CALL ORDER : 580 CONTRACT ID : M -24378-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD 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 35-1139301 E & B PAVING, INC. $ 48,428.85 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 49,475.00 102.1601% 3 31-4351261 SHELLY & SANDS, INC. & SUBSIDIARIES $ 51,880.00 107.1262% 4 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 68,100.00 140.6186% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 31-4351261 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. & SUBSI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, ASPHALT | | | 0001 110-01001 LUMP| 2640.00000 2640.00| 2445.00000 2445.00| 1400.00000 1400.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 305-05204 180.000 Mg | 70.07000 12612.60| 66.00000 11880.00| 96.00000 17280.00 HMA FOR PATCHING (UNDISTRIBUTED | | | QUANTITY) | | | 0003 402-05474 625.000 Mg | 33.67000 21043.75| 38.00000 23750.00| 36.00000 22500.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0004 402-05477 250.000 Mg | 44.33000 11082.50| 44.00000 11000.00| 42.00000 10500.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0005 801-06775 LUMP| 1050.00000 1050.00| 400.00000 400.00| 200.00000 200.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 48,428.85| $ 49,475.00| $ 51,880.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 48,428.85| $ 49,475.00| $ 51,880.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,592.50 ROUTE : STATE FAIR CALL ORDER : 580 CONTRACT ID : M -24378-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, ASPHALT | | | 0001 110-01001 LUMP| 3400.00000 3400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 305-05204 180.000 Mg | 130.00000 23400.00| | HMA FOR PATCHING (UNDISTRIBUTED | | | QUANTITY) | | | 0003 402-05474 625.000 Mg | 40.00000 25000.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0004 402-05477 250.000 Mg | 60.00000 15000.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0005 801-06775 LUMP| 1300.00000 1300.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 68,100.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 68,100.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,190.68 ROUTE : 38 CALL ORDER : 590 CONTRACT ID : M -24405-A COUNTIES : HENRY LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 254,962.78 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. $ 278,783.87 109.3429% 3 35-1609544 SCHUTT-LOOKABILL COMPANY, INC. $ 329,220.70 129.1250% 4 35-1636776 LINKEL COMPANY $ 442,788.62 173.6679% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1912582 |(3) 35-1609544 |YARDBERRY LANDSCAPE COMPANY |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1100.00000 3300.00| 1650.00000 4950.00| 1600.00000 4800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 12400.00000 12400.00| 5100.00000 5100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 20540.00000 20540.00| 16450.00000 16450.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 8100.00000 8100.00| 2800.00000 2800.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 116.000 m | 7.00000 812.00| 6.00000 696.00| 6.20000 719.20 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 10000.00000 10000.00| 8800.00000 8800.00| 37150.00000 37150.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 192.000 m2 | 12.00000 2304.00| 9.90000 1900.80| 10.18000 1954.56 SURFACE MILLING, ASPHALT | | | 0008 203-02000 767.000 m3 | 9.00000 6903.00| 9.90000 7593.30| 10.00000 7670.00 EXCAVATION, COMMON | | | 0009 203-02045 666.000 m3 | 8.00000 5328.00| 8.80000 5860.80| 4.00000 2664.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 564.000 m3 | 14.00000 7896.00| 13.20000 7444.80| 12.00000 6768.00 BORROW | | | 0011 203-51223 155.000 m3 | 15.00000 2325.00| 16.50000 2557.50| 10.00000 1550.00 EXCAVATION, WATERWAY | | | 0012 205-02229 76.000 m | 18.00000 1368.00| 9.90000 752.40| 10.18000 773.68 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 5.000 EACH| 68.00000 340.00| 104.50000 522.50| 112.10000 560.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,190.68 ROUTE : 38 CALL ORDER : 590 CONTRACT ID : M -24405-A COUNTIES : HENRY LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1912582 |(3) 35-1609544 |YARDBERRY LANDSCAPE COMPANY |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51220 145.000 m3 | 25.00000 3625.00| 22.00000 3190.00| 141.84000 20566.80 EXCAVATION, WET | | | 0015 211-02060 4.000 m3 | 48.00000 192.00| 110.00000 440.00| 60.00000 240.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 501.000 Mg | 19.00000 9519.00| 16.50000 8266.50| 17.84000 8937.84 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 303-94433 333.000 m3 | 18.00000 5994.00| 28.60000 9523.80| 37.87000 12610.71 AGGREGATE, 12 | | | 0018 402-05468 506.700 Mg | 45.00000 22801.50| 41.80000 21180.06| 44.84000 22720.43 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 168.600 Mg | 50.00000 8430.00| 47.30000 7974.78| 50.74000 8554.76 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 92.100 Mg | 54.00000 4973.40| 61.60000 5673.36| 66.08000 6085.97 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 145.800 Mg | 60.00000 8748.00| 52.80000 7698.24| 56.64000 8258.11 HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05490 48.600 Mg | 70.00000 3402.00| 70.40000 3421.44| 75.52000 3670.27 HMA SURFACE 9.5 mm, SHOULDER | | | 0023 406-05520 1.100 Mg | 350.00000 385.00| 207.90000 228.69| 223.02000 245.32 ASPHALT FOR TACK COAT | | | 0024 610-05527 82.000 Mg | 58.00000 4756.00| 62.70000 5141.40| 67.26000 5515.32 HMA FOR APPROACHES | | | 0025 611-06497 4.000 EACH| 165.00000 660.00| 126.50000 506.00| 136.00000 544.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 10.000 EACH| 115.00000 1150.00| 140.80000 1408.00| 151.00000 1510.00 RIGHT OF WAY MARKER | | | 0027 616-02320 179.000 m2 | 2.00000 358.00| 2.20000 393.80| 3.00000 537.00 GEOTEXTILES | | | 0028 616-06405 129.000 Mg | 31.00000 3999.00| 24.20000 3121.80| 30.00000 3870.00 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 500.00000 1000.00| 715.00000 1430.00| 767.00000 1534.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-01660 1552.000 m2 | 1.00000 1552.00| 0.50000 776.00| 0.50000 776.00 MULCHED SEEDING, LEGUME, 2 | | | 0031 621-06548 1.000 kg | 100.00000 100.00| 60.50000 60.50| 65.00000 65.00 SEED MIXTURE, CV | | | 0032 621-06559 831.000 m2 | 1.00000 831.00| 0.66000 548.46| 0.71000 590.01 MULCHED SEEDING, R | | | 0033 621-06567 15.000 kL | 100.00000 1500.00| 0.60000 9.00| 0.65000 9.75 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 590 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,190.68 ROUTE : 38 CALL ORDER : 590 CONTRACT ID : M -24405-A COUNTIES : HENRY LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1912582 |(3) 35-1609544 |YARDBERRY LANDSCAPE COMPANY |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06570 35.000 m3 | 32.50000 1137.50| 33.00000 1155.00| 41.00000 1435.00 TOP SOIL | | | 0035 621-06574 670.000 m2 | 7.00000 4690.00| 4.95000 3316.50| 4.72000 3162.40 SODDING | | | 0036 622-52436 4.000 EACH| 25.00000 100.00| 33.00000 132.00| 23.60000 94.40 SIGN, DO NOT MOW OR SPRAY | | | 0037 701-90976 2589.000 kg | 1.35000 3495.15| 1.54000 3987.06| 2.20000 5695.80 REINFORCING STEEL, GRADE 60 | | | 0038 702-51005 10.000 m3 | 500.00000 5000.00| 1540.00000 15400.00| 10.00000 100.00 CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51015 43.200 m3 | 350.00000 15120.00| 330.00000 14256.00| 350.00000 15120.00 CONCRETE, B, FOOTINGS | | | 0040 714-06272 21.336 m | 3280.00000 69982.08| 3080.00000 65714.88| 4509.00000 96204.03 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 4900 mm X 2750 mm , WITH LEGS | | | 0041 715-05021 57.000 m | 68.00000 3876.00| 55.00000 3135.00| 49.00000 2793.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46005 10.000 EACH| 200.00000 2000.00| 176.00000 1760.00| 163.00000 1630.00 PIPE END SECTION, 375 mm | | | 0043 801-04308 2.000 EACH| 117.00000 234.00| 115.50000 231.00| 324.00000 648.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 10.000 EACH| 60.00000 600.00| 60.50000 605.00| 66.00000 660.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 73.00000 292.00| 71.50000 286.00| 98.00000 392.00 BARRICADE, IIIB | | | 0046 801-06625 36.000 EACH| 101.00000 3636.00| 99.00000 3564.00| 81.42000 2931.12 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 16.000 EACH| 50.40000 806.40| 49.50000 792.00| 81.42000 1302.72 CONSTRUCTION SIGN, A | | | 0048 801-06645 12.000 EACH| 34.00000 408.00| 33.00000 396.00| 24.00000 288.00 CONSTRUCTION SIGN, B | | | 0049 804-06770 14.000 EACH| 20.00000 280.00| 16.50000 231.00| 18.00000 252.00 DELINEATOR POST | | | 0050 808-06712 75.000 m | 1.25000 93.75| 1.10000 82.50| 2.36000 177.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 600.000 m | 1.10000 660.00| 1.05000 630.00| 0.89000 534.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 254,962.78| $ 278,783.87| $ 329,220.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 254,962.78| $ 278,783.87| $ 329,220.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 590 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,190.68 ROUTE : 38 CALL ORDER : 590 CONTRACT ID : M -24405-A COUNTIES : HENRY LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 | | |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1500.00000 4500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4200.00000 4200.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 26328.62000 26328.62| | CLEARING RIGHT OF WAY | | | 0005 202-02241 116.000 m | 30.00000 3480.00| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 5000.00000 5000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 192.000 m2 | 9.00000 1728.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 767.000 m3 | 7.50000 5752.50| | EXCAVATION, COMMON | | | 0009 203-02045 666.000 m3 | 13.00000 8658.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 564.000 m3 | 13.00000 7332.00| | BORROW | | | 0011 203-51223 155.000 m3 | 20.00000 3100.00| | EXCAVATION, WATERWAY | | | 0012 205-02229 76.000 m | 10.00000 760.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 5.000 EACH| 100.00000 500.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 206-51220 145.000 m3 | 25.00000 3625.00| | EXCAVATION, WET | | | 0015 211-02060 4.000 m3 | 50.00000 200.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 501.000 Mg | 20.00000 10020.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 303-94433 333.000 m3 | 25.00000 8325.00| | AGGREGATE, 12 | | | 0018 402-05468 506.700 Mg | 55.00000 27868.50| | HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 168.600 Mg | 55.00000 9273.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 590 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,190.68 ROUTE : 38 CALL ORDER : 590 CONTRACT ID : M -24405-A COUNTIES : HENRY LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 | | |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05477 92.100 Mg | 65.00000 5986.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 145.800 Mg | 65.00000 9477.00| | HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05490 48.600 Mg | 80.00000 3888.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0023 406-05520 1.100 Mg | 1000.00000 1100.00| | ASPHALT FOR TACK COAT | | | 0024 610-05527 82.000 Mg | 70.00000 5740.00| | HMA FOR APPROACHES | | | 0025 611-06497 4.000 EACH| 150.00000 600.00| | MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 10.000 EACH| 125.00000 1250.00| | RIGHT OF WAY MARKER | | | 0027 616-02320 179.000 m2 | 10.00000 1790.00| | GEOTEXTILES | | | 0028 616-06405 129.000 Mg | 18.00000 2322.00| | RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 800.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-01660 1552.000 m2 | 1.00000 1552.00| | MULCHED SEEDING, LEGUME, 2 | | | 0031 621-06548 1.000 kg | 150.00000 150.00| | SEED MIXTURE, CV | | | 0032 621-06559 831.000 m2 | 2.00000 1662.00| | MULCHED SEEDING, R | | | 0033 621-06567 15.000 kL | 10.00000 150.00| | WATER | | | 0034 621-06570 35.000 m3 | 60.00000 2100.00| | TOP SOIL | | | 0035 621-06574 670.000 m2 | 6.00000 4020.00| | SODDING | | | 0036 622-52436 4.000 EACH| 75.00000 300.00| | SIGN, DO NOT MOW OR SPRAY | | | 0037 701-90976 2589.000 kg | 2.50000 6472.50| | REINFORCING STEEL, GRADE 60 | | | 0038 702-51005 10.000 m3 | 750.00000 7500.00| | CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51015 43.200 m3 | 610.00000 26352.00| | CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 590 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,190.68 ROUTE : 38 CALL ORDER : 590 CONTRACT ID : M -24405-A COUNTIES : HENRY LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 | | |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 714-06272 21.336 m | 8500.00000 181356.00| | CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 4900 mm X 2750 mm , WITH LEGS | | | 0041 715-05021 57.000 m | 110.00000 6270.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46005 10.000 EACH| 400.00000 4000.00| | PIPE END SECTION, 375 mm | | | 0043 801-04308 2.000 EACH| 150.00000 300.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 10.000 EACH| 150.00000 1500.00| | BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 300.00000 1200.00| | BARRICADE, IIIB | | | 0046 801-06625 36.000 EACH| 100.00000 3600.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 16.000 EACH| 130.00000 2080.00| | CONSTRUCTION SIGN, A | | | 0048 801-06645 12.000 EACH| 65.00000 780.00| | CONSTRUCTION SIGN, B | | | 0049 804-06770 14.000 EACH| 30.00000 420.00| | DELINEATOR POST | | | 0050 808-06712 75.000 m | 2.40000 180.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 600.000 m | 2.40000 1440.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 442,788.62| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 442,788.62| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 595 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 133,507.55 ROUTE : VARIOUS CALL ORDER : 595 CONTRACT ID : M -24532-A COUNTIES : ALLEN LAGRANGE LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT STEUBEN OTHERS 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 23-2332783 DEANGELO BROTHERS, INC. $ 125,290.00 100.0000% 2 35-1944148 DALTONS, INC. $ 149,537.30 119.3529% 3 35-1038926 TOWNSEND TREE SERVICE COMPANY, INC. $ 165,677.60 132.2352% ==================================================================================================================================== |(1) 23-2332783 |(2) 35-1944148 |(3) 35-1038926 |DEANGELO BROTHERS, INC. |DALTONS, INC. |TOWNSEND TREE SERVICE COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, HERBICIDE TREATMENT | | | 0001 622-99193 3685.000 UNIT| 34.00000 125290.00| 40.58000 149537.30| 44.96000 165677.60 HERBICIDE TREATMENT | | | SECTION TOTALS | $ 125,290.00| $ 149,537.30| $ 165,677.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 125,290.00| $ 149,537.30| $ 165,677.60 ====================================================================================================================================