INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,214.11 ROUTE : VARIOUS CALL ORDER : 611 CONTRACT ID : M -25058-A COUNTIES : VARIOUS LETTING DATE : 10/17/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/30/01 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. $ 218,861.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 239,464.66 109.4140% ==================================================================================================================================== |(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 MAINTENANCE | | | 0001 601-01128 1.000 EACH| 1300.00000 1300.00| 839.80000 839.80| GUARDRAIL TRANSITION TYPE WGB | | | 0002 601-01522 1.000 EACH| 1400.00000 1400.00| 1072.85000 1072.85| GUARDRAIL TRANSITION TYPE TGB | | | 0003 601-01621 2.000 EACH| 1700.00000 3400.00| 1440.05000 2880.10| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0004 601-03453 12.000 EACH| 15.00000 180.00| 9.89000 118.68| GUARDRAIL, CLAMP BAR, 181 mm, ALUMINUM | | | 0005 601-03456 2.000 EACH| 80.00000 160.00| 81.15000 162.30| GUARDRAIL POST, WOOD TYPE W5 | | | 0006 601-03471 1.000 EACH| 3500.00000 3500.00| 2671.00000 2671.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0007 601-03599 6.000 EACH| 130.00000 780.00| 101.00000 606.00| GUARDRAIL, THRIE BEAM, RAIL SECTION, | | | 3.810 m | | | 0008 601-03677 2.000 EACH| 70.00000 140.00| 620.50000 1241.00| ANCHOR, TYPE 5 | | | 0009 601-06035 300.000 m | 13.00000 3900.00| 17.83000 5349.00| GUARDRAIL, RESET | | | 0010 601-06774 10.000 EACH| 3850.00000 38500.00| 3280.00000 32800.00| COMBINATION ATTENUATING TERMINAL | | | 0011 601-06798 50.000 EACH| 15.00000 750.00| 8.47000 423.50| TIMBER BLOCK | | | 0012 601-61320 30.000 m | 33.00000 990.00| 27.65000 829.50| CURVED SECTION, STEEL BEAM GUARDRAIL | | | GALVANIZED, 12 GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 611 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,214.11 ROUTE : VARIOUS CALL ORDER : 611 CONTRACT ID : M -25058-A COUNTIES : VARIOUS LETTING DATE : 10/17/00 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 601-61340 120.000 EACH| 56.00000 6720.00| 83.00000 9960.00| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 1905 mm LONG | | | 0014 601-61350 120.000 EACH| 14.00000 1680.00| 14.00000 1680.00| GUARDRAIL POST BRACKET, 23 kg PER m, | | | GALVANIZED, 362 mm | | | 0015 601-61360 100.000 EACH| 42.00000 4200.00| 38.75000 3875.00| GUARDRAIL POST, 12.6 kg PER m, | | | GALVANIZED, 1752 mm LONG | | | 0016 601-61370 100.000 EACH| 15.00000 1500.00| 13.50000 1350.00| GUARDRAIL POST BRACKET, 12.6 kg PER m, | | | GALVANIZED, 362 mm | | | 0017 601-61380 10.000 EACH| 32.00000 320.00| 40.71000 407.10| GUARDRAIL TERMINAL SECTION, FLATEND, | | | GALVANIZED | | | 0018 601-61390 10.000 EACH| 40.00000 400.00| 26.00000 260.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0019 601-61400 10.000 EACH| 675.00000 6750.00| 358.00000 3580.00| GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0020 601-61550 4.000 EACH| 40.00000 160.00| 59.00000 236.00| GUARDRAIL TERMINAL END SECTION, ALUMINUM| | | 0021 601-62070 3000.000 m | 18.00000 54000.00| 20.50000 61500.00| GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0022 601-62090 1000.000 m | 9.10000 9100.00| 9.95000 9950.00| GUARDRAIL, STEEL BEAM, INSTALL | | | 0023 601-62100 100.000 EACH| 26.00000 2600.00| 18.45000 1845.00| GUARDRAIL POST, STEEL, INSTALL | | | 0024 601-62110 100.000 m | 9.50000 950.00| 9.10000 910.00| GUARDRAIL, CHANNEL, 10 kg PER m, INSTALL| | | 0025 601-62120 100.000 EACH| 7.00000 700.00| 6.50000 650.00| GUARDRAIL POST BRACKET, INSTALL | | | 0026 601-62150 50.000 EACH| 70.00000 3500.00| 83.00000 4150.00| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 2134 mm LONG | | | 0027 601-62297 10.000 EACH| 50.00000 500.00| 35.00000 350.00| GUARDRAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0028 601-62530 4.000 EACH| 65.00000 260.00| 283.80000 1135.20| GUARDRAIL PIER CONNECTION, ES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 611 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,214.11 ROUTE : VARIOUS CALL ORDER : 611 CONTRACT ID : M -25058-A COUNTIES : VARIOUS LETTING DATE : 10/17/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 601-62540 750.000 EACH| 16.00000 12000.00| 15.00000 11250.00| GUARDRAIL POST, PLUMB | | | 0030 601-62550 275.000 m | 15.00000 4125.00| 32.87000 9039.25| GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM | | | 0031 601-62580 12.000 EACH| 20.00000 240.00| 24.26000 291.12| GUARDRAIL SPLICE BAR, ALUMINUM | | | 0032 601-62630 50.000 EACH| 50.00000 2500.00| 80.07000 4003.50| GUARDRAIL POST, ALUMINUM, 1905 mm | | | 0033 601-62640 20.000 EACH| 50.00000 1000.00| 84.85000 1697.00| GUARDRAIL POST, ALUMINUM, 1600 mm | | | 0034 601-62680 6.000 EACH| 500.00000 3000.00| 795.70000 4774.20| GUARDRAIL TERMINAL SECTION, SINGLE FACE,| | | BURIED END, ALUMINUM | | | 0035 601-90382 8.000 EACH| 85.00000 680.00| 99.74000 797.92| GUARDRAIL POST, ALUMINUM, 2134 mm | | | 0036 601-90389 8.000 EACH| 50.00000 400.00| 80.00000 640.00| GUARDRAIL TERMINAL SECTION, GALVANIZED, | | | 275 mm | | | 0037 601-90677 2.000 EACH| 75.00000 150.00| 47.10000 94.20| DRILLED BRACKET, INSTALL | | | 0038 601-91504 5.000 EACH| 140.00000 700.00| 79.35000 396.75| GUARDRAIL POST, W1, 250 mm X 250 mm | | | 0039 601-91505 5.000 EACH| 92.00000 460.00| 58.40000 292.00| GUARDRAIL POST, W2, 200 mm X 200 mm | | | 0040 601-91510 2.000 EACH| 92.00000 184.00| 58.40000 116.80| GUARDRAIL POST, W3, 200 mm X 200 mm | | | 0041 601-91511 2.000 EACH| 92.00000 184.00| 58.40000 116.80| GUARDRAIL POST, W4, 200 mm X 200 mm | | | 0042 601-91542 5.000 EACH| 25.00000 125.00| 12.05000 60.25| GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0043 601-91575 2.000 EACH| 25.00000 50.00| 12.05000 24.10| GUARDRAIL BLOCK, 150 mm X 200 mm, B2 | | | 0044 601-91576 2.000 EACH| 24.00000 48.00| 10.90000 21.80| GUARDRAIL BLOCK, 150 mm X 200 mm, B3 | | | 0045 601-91649 2.000 EACH| 160.00000 320.00| 115.00000 230.00| GUARDRAIL THRIE BEAM TRANSITION SECTION,| | | GALVANIZED | | | 0046 601-91653 2.000 EACH| 150.00000 300.00| 95.00000 190.00| GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED | | | 0047 601-93346 5.000 EACH| 80.00000 400.00| 95.85000 479.25| GUARDRAIL CONNECTOR, AS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 611 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,214.11 ROUTE : VARIOUS CALL ORDER : 611 CONTRACT ID : M -25058-A COUNTIES : VARIOUS LETTING DATE : 10/17/00 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 601-94645 2.000 EACH| 3350.00000 6700.00| 3298.85000 6597.70| GUARDRAIL END TREATMENT, SENTRE | | | 0049 601-95342 4.000 EACH| 80.00000 320.00| 70.00000 280.00| GUARDRAIL SPLICE PLATE, C, GALVANIZED | | | 0050 601-95972 5.000 EACH| 100.00000 500.00| 52.30000 261.50| GUARDRAIL POST (CRT), 200 mm X 150 mm, | | | TREATED LUMBER, 1829 mm LONG | | | 0051 601-98636 400.000 m | 15.25000 6100.00| 20.25000 8100.00| GUARDRAIL CHANNEL, 10 kg PER m, | | | GALVANIZED, 125 mm | | | 0052 601-98637 4.000 EACH| 50.00000 200.00| 33.78000 135.12| GUARDRAIL BURIED END, TERMINAL | | | CONNECTOR, GALVANIZED | | | 0053 601-98638 4.000 EACH| 30.00000 120.00| 24.26000 97.04| GUARDRAIL SPLICE PLATE, ALUMINUM | | | 0054 601-99105 200.000 m | 38.00000 7600.00| 32.60000 6520.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0055 601-99109 100.000 m | 50.00000 5000.00| 70.20000 7020.00| GUARDRAIL, W BEAM, DOUBLE FACED, 0.952 | | | m SPACING | | | 0056 706-01515 4.000 EACH| 40.00000 160.00| 97.10000 388.40| BRIDGE BRACKET, A, ALUMINUM | | | 0057 706-05587 5.000 EACH| 350.00000 1750.00| 175.25000 876.25| BRIDGE BARRIER RAIL BRACKET, CONCRETE, | | | INSTALL | | | 0058 706-62380 15.000 EACH| 35.00000 525.00| 245.70000 3685.50| BRIDGE RAILING POST, 5A | | | 0059 706-62390 4.000 EACH| 40.00000 160.00| 245.70000 982.80| BRIDGE RAILING POST, 6 | | | 0060 706-62400 4.000 EACH| 40.00000 160.00| 245.70000 982.80| BRIDGE RAILING POST, 7 | | | 0061 706-90672 4.000 EACH| 40.00000 160.00| 245.70000 982.80| BRIDGE RAILING POST, ALUMINUM, 5 | | | 0062 706-94133 100.000 m | 52.00000 5200.00| 96.70000 9670.00| RAILING, TUBE, GALVANIZED STEEL | | | 0063 706-95431 2.000 EACH| 400.00000 800.00| 290.25000 580.50| BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE A | | | 0064 706-95432 2.000 EACH| 500.00000 1000.00| 573.00000 1146.00| BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 611 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,214.11 ROUTE : VARIOUS CALL ORDER : 611 CONTRACT ID : M -25058-A COUNTIES : VARIOUS LETTING DATE : 10/17/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 706-95433 2.000 EACH| 500.00000 1000.00| 573.00000 1146.00| BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE C | | | 0066 706-98639 4.000 EACH| 15.00000 60.00| 43.81000 175.24| BRIDGE RAILING SPLICE BAR, ALUMINUM | | | 0067 711-51823 6.000 EACH| 30.00000 180.00| 20.28000 121.68| EXPANSION ANCHOR, 19 mm | | | 0068 801-06775 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0069 802-97573 4.000 EACH| 40.00000 160.00| 59.09000 236.36| ANGLE POST | | | 0070 803-61430 10.000 EACH| 40.00000 400.00| 81.60000 816.00| BRIDGE BRACKET A, GALVANIZED | | | 0071 803-61440 10.000 EACH| 40.00000 400.00| 81.60000 816.00| BRIDGE BRACKET B, GALVANIZED | | | SECTION TOTALS | $ 218,861.00| $ 239,464.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 218,861.00| $ 239,464.66| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 631 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,998.98 ROUTE : SR 66 CALL ORDER : 631 CONTRACT ID : M -25118-A COUNTIES : POSEY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 04/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0974806 SOUTHWEST ENGINEERING $ 83,469.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 87,232.00 104.5082% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 90,685.00 108.6451% 4 35-1878024 RAGLE, INC. $ 92,675.00 111.0292% 5 35-1115135 PARKER, D.K. COMPANY, INC. $ 114,560.00 137.2485% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 115,825.00 138.7640% 7 35-1801998 CLR, INC. $ 117,136.50 140.3353% ==================================================================================================================================== |(1) 35-0974806 |(2) 35-0626844 |(3) 35-1009310 |SOUTHWEST ENGINEERING |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST 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 6.000 MOS | 1000.00000 6000.00| 1600.00000 9600.00| 900.00000 5400.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4000.00000 4000.00| 4300.00000 4300.00| 4550.00000 4550.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 130.000 m | 21.50000 2795.00| 16.00000 2080.00| 10.50000 1365.00 GUARDRAIL, REMOVE | | | 0004 203-02000 51.000 m3 | 20.00000 1020.00| 66.00000 3366.00| 12.00000 612.00 EXCAVATION, COMMON | | | 0005 203-93444 110.000 Mg | 25.00000 2750.00| 50.00000 5500.00| 16.00000 1760.00 BACKFILL, ROCK #11 STONE FOR UNDERCUT | | | 0006 205-02231 10.000 m | 100.00000 1000.00| 110.00000 1100.00| 23.00000 230.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0007 211-02060 175.000 m3 | 20.00000 3500.00| 24.00000 4200.00| 19.00000 3325.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 402-05477 10.000 Mg | 250.00000 2500.00| 140.00000 1400.00| 247.00000 2470.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0009 601-01846 1.000 EACH| 2300.00000 2300.00| 2000.00000 2000.00| 2300.00000 2300.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0010 601-02636 16.000 m | 74.00000 1184.00| 77.00000 1232.00| 107.00000 1712.00 GUARDRAIL, W BEAM, NESTED | | | 0011 601-94689 2.000 EACH| 3850.00000 7700.00| 4200.00000 8400.00| 3550.00000 7100.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 631 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,998.98 ROUTE : SR 66 CALL ORDER : 631 CONTRACT ID : M -25118-A COUNTIES : POSEY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0974806 |(2) 35-0626844 |(3) 35-1009310 |SOUTHWEST ENGINEERING |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-99105 100.000 m | 44.00000 4400.00| 42.00000 4200.00| 74.00000 7400.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 616-02320 100.000 m2 | 5.00000 500.00| 2.00000 200.00| 2.70000 270.00 GEOTEXTILES | | | 0014 616-06405 90.000 Mg | 25.00000 2250.00| 35.00000 3150.00| 15.50000 1395.00 RIPRAP, REVETMENT | | | 0015 621-01004 1.000 EACH| 400.00000 400.00| 250.00000 250.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 100.000 m2 | 5.00000 500.00| 6.00000 600.00| 1.50000 150.00 MULCHED SEEDING, R | | | 0017 714-26718 13.700 m | 2300.00000 31510.00| 2200.00000 30140.00| 2880.00000 39456.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm | | | 0018 801-04308 2.000 EACH| 250.00000 500.00| 90.00000 180.00| 415.00000 830.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0019 801-06605 4.000 EACH| 100.00000 400.00| 55.00000 220.00| 205.00000 820.00 BARRICADE, IIIA | | | 0020 801-06625 21.000 EACH| 100.00000 2100.00| 66.00000 1386.00| 112.00000 2352.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 24.000 EACH| 90.00000 2160.00| 72.00000 1728.00| 137.00000 3288.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 3600.00000 3600.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 83,469.00| $ 87,232.00| $ 90,685.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 83,469.00| $ 87,232.00| $ 90,685.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 631 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,998.98 ROUTE : SR 66 CALL ORDER : 631 CONTRACT ID : M -25118-A COUNTIES : POSEY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1115135 |(6) 35-2040801 |RAGLE, INC. |PARKER, D.K. COMPANY, INC. |GOHMANN ASPHALT & CONSTR., I 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 6.000 MOS | 600.00000 3600.00| 575.00000 3450.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4200.00000 4200.00| 10000.00000 10000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 130.000 m | 7.00000 910.00| 23.40000 3042.00| 5.00000 650.00 GUARDRAIL, REMOVE | | | 0004 203-02000 51.000 m3 | 10.00000 510.00| 8.00000 408.00| 25.00000 1275.00 EXCAVATION, COMMON | | | 0005 203-93444 110.000 Mg | 23.00000 2530.00| 28.00000 3080.00| 30.00000 3300.00 BACKFILL, ROCK #11 STONE FOR UNDERCUT | | | 0006 205-02231 10.000 m | 45.00000 450.00| 11.00000 110.00| 100.00000 1000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0007 211-02060 175.000 m3 | 15.00000 2625.00| 8.50000 1487.50| 40.00000 7000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 402-05477 10.000 Mg | 225.00000 2250.00| 281.00000 2810.00| 300.00000 3000.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0009 601-01846 1.000 EACH| 1860.00000 1860.00| 2594.00000 2594.00| 1860.00000 1860.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0010 601-02636 16.000 m | 70.00000 1120.00| 84.00000 1344.00| 70.00000 1120.00 GUARDRAIL, W BEAM, NESTED | | | 0011 601-94689 2.000 EACH| 3825.00000 7650.00| 4375.00000 8750.00| 3825.00000 7650.00 GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 100.000 m | 38.00000 3800.00| 50.00000 5000.00| 38.00000 3800.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 616-02320 100.000 m2 | 2.00000 200.00| 13.50000 1350.00| 5.00000 500.00 GEOTEXTILES | | | 0014 616-06405 90.000 Mg | 25.00000 2250.00| 28.00000 2520.00| 35.00000 3150.00 RIPRAP, REVETMENT | | | 0015 621-01004 1.000 EACH| 200.00000 200.00| 500.00000 500.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 100.000 m2 | 4.00000 400.00| 8.00000 800.00| 2.00000 200.00 MULCHED SEEDING, R | | | 0017 714-26718 13.700 m | 3900.00000 53430.00| 4545.00000 62266.50| 4400.00000 60280.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm | | | 0018 801-04308 2.000 EACH| 85.00000 170.00| 102.00000 204.00| 85.00000 170.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 631 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,998.98 ROUTE : SR 66 CALL ORDER : 631 CONTRACT ID : M -25118-A COUNTIES : POSEY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-1115135 |(6) 35-2040801 |RAGLE, INC. |PARKER, D.K. COMPANY, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06605 4.000 EACH| 50.00000 200.00| 240.00000 960.00| 50.00000 200.00 BARRICADE, IIIA | | | 0020 801-06625 21.000 EACH| 60.00000 1260.00| 72.00000 1512.00| 60.00000 1260.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 24.000 EACH| 65.00000 1560.00| 78.00000 1872.00| 65.00000 1560.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 1500.00000 1500.00| 500.00000 500.00| 3250.00000 3250.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 92,675.00| $ 114,560.00| $ 115,825.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 92,675.00| $ 114,560.00| $ 115,825.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 631 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,998.98 ROUTE : SR 66 CALL ORDER : 631 CONTRACT ID : M -25118-A COUNTIES : POSEY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 | | |CLR, INC. | | 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 6.000 MOS | 1000.00000 6000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5800.00000 5800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 130.000 m | 10.50000 1365.00| | GUARDRAIL, REMOVE | | | 0004 203-02000 51.000 m3 | 31.50000 1606.50| | EXCAVATION, COMMON | | | 0005 203-93444 110.000 Mg | 29.00000 3190.00| | BACKFILL, ROCK #11 STONE FOR UNDERCUT | | | 0006 205-02231 10.000 m | 75.00000 750.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0007 211-02060 175.000 m3 | 35.00000 6125.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0008 402-05477 10.000 Mg | 225.00000 2250.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0009 601-01846 1.000 EACH| 2075.00000 2075.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0010 601-02636 16.000 m | 78.00000 1248.00| | GUARDRAIL, W BEAM, NESTED | | | 0011 601-94689 2.000 EACH| 4500.00000 9000.00| | GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 100.000 m | 40.00000 4000.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 616-02320 100.000 m2 | 15.00000 1500.00| | GEOTEXTILES | | | 0014 616-06405 90.000 Mg | 31.50000 2835.00| | RIPRAP, REVETMENT | | | 0015 621-01004 1.000 EACH| 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 100.000 m2 | 10.00000 1000.00| | MULCHED SEEDING, R | | | 0017 714-26718 13.700 m | 3350.00000 45895.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm | | | 0018 801-04308 2.000 EACH| 125.00000 250.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/00 PAGE : 631 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,998.98 ROUTE : SR 66 CALL ORDER : 631 CONTRACT ID : M -25118-A COUNTIES : POSEY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06605 4.000 EACH| 57.00000 228.00| | BARRICADE, IIIA | | | 0020 801-06625 21.000 EACH| 67.00000 1407.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 24.000 EACH| 63.00000 1512.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 18600.00000 18600.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 117,136.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,136.50| | ====================================================================================================================================