INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 509 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 119,352.04 ROUTE : VARIOUS CALL ORDER : 509 CONTRACT ID : M -24682-A COUNTIES : MARION LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD 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 35-1609544 SCHUTT-LOOKABILL CO $ 63,837.15 100.0000% 2 34-0176110 DAVEY TREE EXPERT $ 73,150.00 114.5884% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 85,469.10 133.8861% 4 35-1038926 TOWNSEND TREE SERVICE CO $ 114,769.00 179.7840% ==================================================================================================================================== |(1) 35-1609544 |(2) 34-0176110 |(3) 35-2070195 |SCHUTT-LOOKABILL CO |DAVEY TREE EXPERT |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TREE REMOVAL | | | 0001 110-01001 LUMP| 3226.39000 3226.39| 2000.00000 2000.00| 7280.00000 7280.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-52370 LUMP| 3720.92000 3720.92| 12500.00000 12500.00| 14500.00000 14500.00 CLEARING RIGHT OF WAY | | | 0003 202-02245 1.000 EACH| 262.23000 262.23| 50.00000 50.00| 73.50000 73.50 TREE, 150 mm, REMOVE | | | 0004 202-02250 4.000 EACH| 289.84000 1159.36| 100.00000 400.00| 122.50000 490.00 TREE, 250 mm, REMOVE | | | 0005 202-02255 20.000 EACH| 274.40000 5488.00| 275.00000 5500.00| 225.40000 4508.00 TREE, 460 mm, REMOVE | | | 0006 202-02260 23.000 EACH| 375.04000 8625.92| 500.00000 11500.00| 372.40000 8565.20 TREE, 760 mm, REMOVE | | | 0007 202-02265 34.000 EACH| 584.67000 19878.78| 700.00000 23800.00| 597.80000 20325.20 TREE, 1220 mm, REMOVE | | | 0008 202-02270 8.000 EACH| 1002.66000 8021.28| 1000.00000 8000.00| 744.80000 5958.40 TREE, 1520 mm, REMOVE | | | 0009 202-91922 96.000 EACH| 113.40000 10886.40| 75.00000 7200.00| 174.05000 16708.80 STUMP, REMOVE | | | 0010 801-06640 4.000 EACH| 119.07000 476.28| 50.00000 200.00| 90.00000 360.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 2091.59000 2091.59| 2000.00000 2000.00| 6700.00000 6700.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 63,837.15| $ 73,150.00| $ 85,469.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 63,837.15| $ 73,150.00| $ 85,469.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 509 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 119,352.04 ROUTE : VARIOUS CALL ORDER : 509 CONTRACT ID : M -24682-A COUNTIES : MARION LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1038926 | | |TOWNSEND TREE SERVICE CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TREE REMOVAL | | | 0001 110-01001 LUMP| 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 201-52370 LUMP| 5600.00000 5600.00| | CLEARING RIGHT OF WAY | | | 0003 202-02245 1.000 EACH| 345.00000 345.00| | TREE, 150 mm, REMOVE | | | 0004 202-02250 4.000 EACH| 517.00000 2068.00| | TREE, 250 mm, REMOVE | | | 0005 202-02255 20.000 EACH| 690.00000 13800.00| | TREE, 460 mm, REMOVE | | | 0006 202-02260 23.000 EACH| 862.00000 19826.00| | TREE, 760 mm, REMOVE | | | 0007 202-02265 34.000 EACH| 1035.00000 35190.00| | TREE, 1220 mm, REMOVE | | | 0008 202-02270 8.000 EACH| 1380.00000 11040.00| | TREE, 1520 mm, REMOVE | | | 0009 202-91922 96.000 EACH| 150.00000 14400.00| | STUMP, REMOVE | | | 0010 801-06640 4.000 EACH| 1000.00000 4000.00| | CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 8000.00000 8000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 114,769.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 114,769.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 519 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 170,422.66 ROUTE : VARIOUS CALL ORDER : 519 CONTRACT ID : M -24775-A COUNTIES : VARIOUS LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/00 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. $ 134,076.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 159,209.10 118.7454% ==================================================================================================================================== |(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 601-01522 4.000 EACH| 1300.00000 5200.00| 1032.06000 4128.24| GUARDRAIL TRANSITION TYPE TGB | | | 0002 601-01621 2.000 EACH| 1650.00000 3300.00| 1364.95000 2729.90| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0003 601-01867 2.000 EACH| 1285.00000 2570.00| 1278.52000 2557.04| GUARDRAIL TRANSITION, TGB RETROFIT | | | 0004 601-02128 500.000 m | 7.25000 3625.00| 8.74000 4370.00| GUARDRAIL, ALUMINUM, INSTALL | | | 0005 601-03379 10.000 EACH| 30.00000 300.00| 23.04000 230.40| GUARDRAIL POST, 12.6 kg PER m, | | | GALVANIZED, 2134 mm LONG, INSTALL | | | 0006 601-03453 12.000 EACH| 12.00000 144.00| 9.83000 117.96| GUARDRAIL, CLAMP BAR, 181 mm, ALUMINUM | | | 0007 601-06035 300.000 m | 13.00000 3900.00| 17.67000 5301.00| GUARDRAIL, RESET | | | 0008 601-06774 2.000 EACH| 3800.00000 7600.00| 3399.00000 6798.00| COMBINATION ATTENUATING TERMINAL | | | 0009 601-61320 30.000 m | 28.00000 840.00| 26.57000 797.10| CURVED SECTION, STEEL BEAM GUARDRAIL | | | GALVANIZED, 12 GA. | | | 0010 601-61340 120.000 EACH| 56.00000 6720.00| 66.14000 7936.80| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 1905 mm LONG | | | 0011 601-61350 120.000 EACH| 14.00000 1680.00| 15.73000 1887.60| GUARDRAIL POST BRACKET, 23 kg PER m, | | | GALVANIZED, 362 mm | | | 0012 601-61360 50.000 EACH| 47.00000 2350.00| 36.65000 1832.50| GUARDRAIL POST, 12.6 kg PER m, | | | GALVANIZED, 1752 mm LONG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 519 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 170,422.66 ROUTE : VARIOUS CALL ORDER : 519 CONTRACT ID : M -24775-A COUNTIES : VARIOUS LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-61370 50.000 EACH| 13.00000 650.00| 13.23000 661.50| GUARDRAIL POST BRACKET, 12.6 kg PER m, | | | GALVANIZED, 362 mm | | | 0014 601-61380 10.000 EACH| 35.00000 350.00| 40.65000 406.50| GUARDRAIL TERMINAL SECTION, FLATEND, | | | GALVANIZED | | | 0015 601-61390 24.000 EACH| 40.00000 960.00| 21.52000 516.48| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0016 601-61400 18.000 EACH| 300.00000 5400.00| 279.29000 5027.22| GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0017 601-61545 12.000 EACH| 26.00000 312.00| 15.50000 186.00| GUARDRAIL POST, ALUMINUM, INSTALL | | | 0018 601-61550 4.000 EACH| 40.00000 160.00| 59.00000 236.00| GUARDRAIL TERMINAL END SECTION, ALUMINUM| | | 0019 601-62070 180.000 m | 20.00000 3600.00| 19.45000 3501.00| GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0020 601-62090 3000.000 m | 7.50000 22500.00| 9.75000 29250.00| GUARDRAIL, STEEL BEAM, INSTALL | | | 0021 601-62110 240.000 m | 7.50000 1800.00| 8.54000 2049.60| GUARDRAIL, CHANNEL, 10 kg PER m, INSTALL| | | 0022 601-62150 24.000 EACH| 70.00000 1680.00| 54.05000 1297.20| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 2134 mm LONG | | | 0023 601-62297 10.000 EACH| 40.00000 400.00| 33.58000 335.80| GUARDRAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0024 601-62460 8.000 EACH| 65.00000 520.00| 69.00000 552.00| GUARDRAIL ANCHOR CABLE ASSEMBLY, 19 mm | | | 0025 601-62530 4.000 EACH| 50.00000 200.00| 282.20000 1128.80| GUARDRAIL PIER CONNECTION, ES | | | 0026 601-62540 720.000 EACH| 15.00000 10800.00| 14.50000 10440.00| GUARDRAIL POST, PLUMB | | | 0027 601-62550 275.000 m | 16.00000 4400.00| 32.83000 9028.25| GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM | | | 0028 601-62580 12.000 EACH| 20.00000 240.00| 24.20000 290.40| GUARDRAIL SPLICE BAR, ALUMINUM | | | 0029 601-62630 70.000 EACH| 60.00000 4200.00| 80.05000 5603.50| GUARDRAIL POST, ALUMINUM, 1905 mm | | | 0030 601-62640 25.000 EACH| 70.00000 1750.00| 84.61000 2115.25| GUARDRAIL POST, ALUMINUM, 1600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 519 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 170,422.66 ROUTE : VARIOUS CALL ORDER : 519 CONTRACT ID : M -24775-A COUNTIES : VARIOUS LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-62680 6.000 EACH| 450.00000 2700.00| 794.50000 4767.00| GUARDRAIL TERMINAL SECTION, SINGLE FACE,| | | BURIED END, ALUMINUM | | | 0032 601-90382 8.000 EACH| 80.00000 640.00| 99.74000 797.92| GUARDRAIL POST, ALUMINUM, 2134 mm | | | 0033 601-90389 8.000 EACH| 50.00000 400.00| 75.84000 606.72| GUARDRAIL TERMINAL SECTION, GALVANIZED, | | | 275 mm | | | 0034 601-90677 4.000 EACH| 35.00000 140.00| 46.50000 186.00| DRILLED BRACKET, INSTALL | | | 0035 601-90678 10.000 m3 | 160.00000 1600.00| 206.99000 2069.90| CONCRETE, A, BURIED END SECTION | | | 0036 601-92816 100.000 EACH| 45.00000 4500.00| 18.60000 1860.00| GUARDRAIL POST, 12.65 kg PER m, 1725 mm | | | LONG , LABOR ONLY | | | 0037 601-93346 5.000 EACH| 50.00000 250.00| 94.00000 470.00| GUARDRAIL CONNECTOR, AS | | | 0038 601-94645 3.000 EACH| 3350.00000 10050.00| 3286.25000 9858.75| GUARDRAIL END TREATMENT, SENTRE | | | 0039 601-95342 4.000 EACH| 50.00000 200.00| 68.44000 273.76| GUARDRAIL SPLICE PLATE, C, GALVANIZED | | | 0040 601-98636 400.000 m | 16.00000 6400.00| 20.19000 8076.00| GUARDRAIL CHANNEL, 10 kg PER m, | | | GALVANIZED, 125 mm | | | 0041 601-98637 4.000 EACH| 35.00000 140.00| 33.58000 134.32| GUARDRAIL BURIED END, TERMINAL | | | CONNECTOR, GALVANIZED | | | 0042 601-98638 4.000 EACH| 25.00000 100.00| 24.20000 96.80| GUARDRAIL SPLICE PLATE, ALUMINUM | | | 0043 706-01515 4.000 EACH| 25.00000 100.00| 92.50000 370.00| BRIDGE BRACKET, A, ALUMINUM | | | 0044 706-02129 10.000 EACH| 30.00000 300.00| 15.50000 155.00| BRIDGE RAILING POST, ALUMINUM, 5, | | | INSTALL | | | 0045 706-02134 10.000 EACH| 30.00000 300.00| 15.50000 155.00| BRIDGE RAILING POST, ALUMINUM, 6, | | | INSTALL | | | 0046 706-02135 10.000 EACH| 30.00000 300.00| 15.50000 155.00| BRIDGE RAILING POST, ALUMINUM, 7, | | | INSTALL | | | 0047 706-05587 5.000 EACH| 50.00000 250.00| 173.75000 868.75| BRIDGE BARRIER RAIL BRACKET, CONCRETE, | | | INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 519 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 170,422.66 ROUTE : VARIOUS CALL ORDER : 519 CONTRACT ID : M -24775-A COUNTIES : VARIOUS LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 706-62380 15.000 EACH| 65.00000 975.00| 245.50000 3682.50| BRIDGE RAILING POST, 5A | | | 0049 706-62390 4.000 EACH| 100.00000 400.00| 245.50000 982.00| BRIDGE RAILING POST, 6 | | | 0050 706-62400 4.000 EACH| 110.00000 440.00| 245.50000 982.00| BRIDGE RAILING POST, 7 | | | 0051 706-90672 4.000 EACH| 65.00000 260.00| 245.50000 982.00| BRIDGE RAILING POST, ALUMINUM, 5 | | | 0052 706-95431 2.000 EACH| 300.00000 600.00| 288.75000 577.50| BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE A | | | 0053 706-95432 5.000 EACH| 400.00000 2000.00| 570.00000 2850.00| BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE B | | | 0054 706-95433 5.000 EACH| 400.00000 2000.00| 570.00000 2850.00| BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE C | | | 0055 706-98639 6.000 EACH| 12.00000 72.00| 43.75000 262.50| BRIDGE RAILING SPLICE BAR, ALUMINUM | | | 0056 711-51823 6.000 EACH| 20.00000 120.00| 20.04000 120.24| EXPANSION ANCHOR, 19 mm | | | 0057 801-06775 LUMP| 100.00000 100.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0058 802-97573 4.000 EACH| 30.00000 120.00| 58.85000 235.40| ANGLE POST | | | 0059 803-61430 6.000 EACH| 40.00000 240.00| 81.00000 486.00| BRIDGE BRACKET A, GALVANIZED | | | 0060 803-61440 6.000 EACH| 38.00000 228.00| 81.00000 486.00| BRIDGE BRACKET B, GALVANIZED | | | SECTION TOTALS | $ 134,076.00| $ 159,209.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 134,076.00| $ 159,209.10| ====================================================================================================================================