INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 86,999.98 ROUTE : PARK ROAD CALL ORDER : 470 CONTRACT ID : M -25059-B COUNTIES : PUTNAM LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 87,715.91 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 119,755.00 136.5259% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | 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| 4385.00000 4385.00| 3700.00000 3700.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 50.000 Mg | 37.27000 1863.50| 66.00000 3300.00| COMPACTED AGGREGATE, O, 53 , PATCHING | | | 0003 303-52309 208.000 Mg | 21.34000 4438.72| 48.50000 10088.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0004 305-05204 50.000 Mg | 86.29000 4314.50| 169.00000 8450.00| HMA FOR PATCHING | | | 0005 402-05495 1400.000 Mg | 47.14000 65996.00| 59.00000 82600.00| HMA WEDGE AND LEVEL FOR SURFACE 12.5mm, | | | MAINLINE | | | 0006 405-05518 2450.000 m2 | 0.56000 1372.00| 0.50000 1225.00| ASPHALT FOR PRIME COAT | | | 0007 406-05520 2.000 Mg | 238.92000 477.84| 1550.00000 3100.00| ASPHALT FOR TACK COAT | | | 0008 801-06640 9.000 EACH| 102.98000 926.82| 88.00000 792.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 3941.53000 3941.53| 6500.00000 6500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 87,715.91| $ 119,755.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 87,715.91| $ 119,755.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,214.50 ROUTE : PARK CALL ORDER : 480 CONTRACT ID : M -25060-B COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 68,966.20 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 73,530.00 106.6174% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 83,041.80 120.4094% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1111003 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 3440.00000 3440.00| 3500.00000 3500.00| 4100.00000 4100.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 50.000 Mg | 25.00000 1250.00| 25.00000 1250.00| 25.00000 1250.00 COMPACTED AGGREGATE, O, 53 | | | 0003 303-52309 138.000 Mg | 31.00000 4278.00| 38.50000 5313.00| 30.00000 4140.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0004 305-05204 50.000 Mg | 80.00000 4000.00| 250.00000 12500.00| 220.00000 11000.00 HMA FOR PATCHING | | | 0005 402-05495 1000.000 Mg | 51.75000 51750.00| 46.00000 46000.00| 52.00000 52000.00 HMA WEDGE AND LEVEL | | | 0006 406-05520 2.000 Mg | 265.00000 530.00| 412.00000 824.00| 220.00000 440.00 ASPHALT FOR TACK COAT | | | 0007 801-06640 3.000 EACH| 105.00000 315.00| 125.00000 375.00| 105.00000 315.00 CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 2620.00000 2620.00| 2700.00000 2700.00| 8800.00000 8800.00 MAINTAINING TRAFFIC | | | 0009 808-06714 1424.000 m | 0.55000 783.20| 0.75000 1068.00| 0.70000 996.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 68,966.20| $ 73,530.00| $ 83,041.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 68,966.20| $ 73,530.00| $ 83,041.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,281.00 ROUTE : I-70,US 231 & OTHERS CALL ORDER : 490 CONTRACT ID : M -25061-A COUNTIES : VARIOUS LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 198,345.80 100.0000% 2 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 202,361.00 102.0243% 3 35-1991044 JOHNSON COMPANY, INC. $ 248,750.00 125.4122% 4 35-1817574 YARDBERRY LANDSCAPE $ 273,720.00 138.0014% 5 35-1127746 S & G EXCAVATING INC $ 740,620.00 373.3983% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-2032723 |(3) 35-1991044 |ALPHA EXCAVATING & LANDSCAPI|L M S ENVIRONMENTAL CONTRACT|JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 12000.00000 12000.00| 20000.00000 20000.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 12000.00000 12000.00| 7500.00000 7500.00| 15000.00000 15000.00 DEBRIS, REMOVE , STR NO 1 | | | 0003 201-90788 LUMP| 1.00000 1.00| 2000.00000 2000.00| 3750.00000 3750.00 DEBRIS, REMOVE , STR NO 10 | | | 0004 201-90788 LUMP| 54000.00000 54000.00| 82567.00000 82567.00| 55000.00000 55000.00 DEBRIS, REMOVE , STR NO 2 | | | 0005 201-90788 LUMP| 17500.00000 17500.00| 16740.00000 16740.00| 20000.00000 20000.00 DEBRIS, REMOVE , STR NO 3 | | | 0006 201-90788 LUMP| 17000.00000 17000.00| 16750.00000 16750.00| 17500.00000 17500.00 DEBRIS, REMOVE , STR NO 4 | | | 0007 201-90788 LUMP| 4000.00000 4000.00| 5892.00000 5892.00| 10000.00000 10000.00 DEBRIS, REMOVE , STR NO 5 | | | 0008 201-90788 LUMP| 17000.00000 17000.00| 4770.00000 4770.00| 14000.00000 14000.00 DEBRIS, REMOVE , STR NO 6 | | | 0009 201-90788 LUMP| 11100.00000 11100.00| 2682.00000 2682.00| 14000.00000 14000.00 DEBRIS, REMOVE , STR NO 7 | | | 0010 201-90788 LUMP| 17000.00000 17000.00| 7800.00000 7800.00| 21000.00000 21000.00 DEBRIS, REMOVE , STR NO 8 | | | 0011 201-90788 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 19000.00000 19000.00 DEBRIS, REMOVE , STR NO 9 | | | 0012 205-03371 760.000 m3 | 27.23000 20694.80| 13.50000 10260.00| 50.00000 38000.00 SEDIMENT REMOVE | | | 0013 801-06775 LUMP| 7250.00000 7250.00| 15800.00000 15800.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,281.00 ROUTE : I-70,US 231 & OTHERS CALL ORDER : 490 CONTRACT ID : M -25061-A COUNTIES : VARIOUS LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2070195 |(2) 35-2032723 |(3) 35-1991044 |ALPHA EXCAVATING & LANDSCAPI|L M S ENVIRONMENTAL CONTRACT|JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 105-06657 8.000 MOS | 100.00000 800.00| 200.00000 1600.00| 125.00000 1000.00 PHONE, CELLULAR | | | SECTION TOTALS | $ 198,345.80| $ 202,361.00| $ 248,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,345.80| $ 202,361.00| $ 248,750.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,281.00 ROUTE : I-70,US 231 & OTHERS CALL ORDER : 490 CONTRACT ID : M -25061-A COUNTIES : VARIOUS LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1127746 | |YARDBERRY LANDSCAPE |S & G EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 12000.00000 12000.00| 62800.00000 62800.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 12000.00000 12000.00| 8000.00000 8000.00| DEBRIS, REMOVE , STR NO 1 | | | 0003 201-90788 LUMP| 6000.00000 6000.00| 700.00000 700.00| DEBRIS, REMOVE , STR NO 10 | | | 0004 201-90788 LUMP| 55000.00000 55000.00| 54600.00000 54600.00| DEBRIS, REMOVE , STR NO 2 | | | 0005 201-90788 LUMP| 30000.00000 30000.00| 181000.00000 181000.00| DEBRIS, REMOVE , STR NO 3 | | | 0006 201-90788 LUMP| 50000.00000 50000.00| 181000.00000 181000.00| DEBRIS, REMOVE , STR NO 4 | | | 0007 201-90788 LUMP| 10000.00000 10000.00| 8220.00000 8220.00| DEBRIS, REMOVE , STR NO 5 | | | 0008 201-90788 LUMP| 8000.00000 8000.00| 9300.00000 9300.00| DEBRIS, REMOVE , STR NO 6 | | | 0009 201-90788 LUMP| 10000.00000 10000.00| 7260.00000 7260.00| DEBRIS, REMOVE , STR NO 7 | | | 0010 201-90788 LUMP| 40000.00000 40000.00| 181000.00000 181000.00| DEBRIS, REMOVE , STR NO 8 | | | 0011 201-90788 LUMP| 10000.00000 10000.00| 8040.00000 8040.00| DEBRIS, REMOVE , STR NO 9 | | | 0012 205-03371 760.000 m3 | 22.00000 16720.00| 25.00000 19000.00| SEDIMENT REMOVE | | | 0013 801-06775 LUMP| 10000.00000 10000.00| 16500.00000 16500.00| MAINTAINING TRAFFIC | | | 0014 105-06657 8.000 MOS | 500.00000 4000.00| 400.00000 3200.00| PHONE, CELLULAR | | | SECTION TOTALS | $ 273,720.00| $ 740,620.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 273,720.00| $ 740,620.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,283.49 ROUTE : 264 CALL ORDER : 500 CONTRACT ID : M -25119-A COUNTIES : DUBOIS LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES 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 35-0626844 RUDOLPH, J.H. & CO $ 196,315.40 100.0000% 2 35-1139301 E & B PAVING, INC. $ 247,253.60 125.9471% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 850.00000 2550.00| 2643.00000 7929.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 9400.00000 9400.00| 12500.00000 12500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 800.000 m2 | 3.00000 2400.00| 5.60000 4480.00| SURFACE MILLING, ASPHALT | | | 0004 303-60905 540.000 Mg | 25.00000 13500.00| 27.50000 14850.00| COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0005 305-05204 50.000 Mg | 115.00000 5750.00| 155.00000 7750.00| HMA FOR PATCHING | | | 0006 402-05477 3250.000 Mg | 35.00000 113750.00| 42.00000 136500.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 100.000 Mg | 55.00000 5500.00| 75.00000 7500.00| HMA WEDGE AND LEVEL | | | 0008 405-05517 24.000 Mg | 260.00000 6240.00| 350.00000 8400.00| ASPHALT FOR PRIME COAT | | | 0009 406-05520 14.000 Mg | 185.00000 2590.00| 250.00000 3500.00| ASPHALT FOR TACK COAT | | | 0010 610-05527 230.000 Mg | 58.00000 13340.00| 112.00000 25760.00| HMA FOR APPROACHES | | | 0011 720-44000 1.000 EACH| 560.00000 560.00| 1200.00000 1200.00| CASTING, ADJUST TO GRADE | | | 0012 801-06203 380.000 m | 1.25000 475.00| 3.75000 1425.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06640 28.000 EACH| 60.00000 1680.00| 60.00000 1680.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 11000.00000 11000.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0015 808-06713 14700.000 m | 0.16000 2352.00| 0.16000 2352.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,283.49 ROUTE : 264 CALL ORDER : 500 CONTRACT ID : M -25119-A COUNTIES : DUBOIS LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06714 14740.000 m | 0.16000 2358.40| 0.16000 2358.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-75297 7.000 m | 20.00000 140.00| 20.60000 144.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0018 801-06207 780.000 m | 3.50000 2730.00| 3.75000 2925.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 196,315.40| $ 247,253.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 196,315.40| $ 247,253.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1912582 EDSAM CONSTRUCTION, INC. $ 501,713.54 100.0000% 2 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 508,434.69 101.3396% 3 35-1315965 FOX CONTRACTORS $ 532,576.63 106.1515% 4 35-1385672 FORCE CONSTRUCTION $ 547,713.60 109.1685% 5 35-1996475 C & H/M EXCAVATING, INC. $ 550,506.14 109.7251% 6 35-1357381 O'MARA, DAVE CONTRACTOR $ 576,648.35 114.9357% 7 35-1045880 WEITZEL CONSTRUCTION CO $ 586,618.58 116.9230% 8 35-1212938 ATLAS EXCAVATING, INC. $ 600,223.70 119.6347% 9 35-1954982 T C INCORPORATED $ 615,650.18 122.7095% 10 35-1917625 MILESTONE CONTRACTORS, L.P. $ 624,878.98 124.5489% ==================================================================================================================================== |(1) 35-1912582 |(2) 35-2032723 |(3) 35-1315965 |EDSAM CONSTRUCTION, INC. |L M S ENVIRONMENTAL CONTRACT|FOX CONTRACTORS 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 | 1210.00000 7260.00| 1115.00000 6690.00| 1065.00000 6390.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7150.00000 7150.00| 7050.00000 7050.00| 14317.00000 14317.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26500.00000 26500.00| 11175.00000 11175.00| 8055.00000 8055.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6600.00000 6600.00| 4700.00000 4700.00| 13790.00000 13790.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 126.000 m | 13.20000 1663.20| 14.10000 1776.60| 22.66000 2855.16 GUARDRAIL, REMOVE | | | 0006 202-02286 2.000 EACH| 13580.00000 27160.00| 9860.00000 19720.00| 12410.00000 24820.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1920.000 m2 | 4.07000 7814.40| 3.20000 6144.00| 2.52000 4838.40 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1480.000 m3 | 9.90000 14652.00| 9.05000 13394.00| 21.97000 32515.60 EXCAVATION, COMMON | | | 0009 203-02045 1060.000 m3 | 7.70000 8162.00| 4.40000 4664.00| 3.65000 3869.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02224 470.000 m | 6.16000 2895.20| 6.50000 3055.00| 5.97000 2805.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-2032723 |(3) 35-1315965 |EDSAM CONSTRUCTION, INC. |L M S ENVIRONMENTAL CONTRACT|FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-02229 84.000 m | 12.65000 1062.60| 13.50000 1134.00| 11.15000 936.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02050 100.000 m3 | 27.50000 2750.00| 27.50000 2750.00| 32.24000 3224.00 B BORROW | | | 0013 211-02060 451.000 m3 | 27.50000 12402.50| 27.50000 12402.50| 24.75000 11162.25 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 47.000 m3 | 71.50000 3360.50| 177.00000 8319.00| 66.26000 3114.22 FLOWABLE MORTAR | | | 0015 303-52308 1030.000 Mg | 18.15000 18694.50| 21.15000 21784.50| 13.79000 14203.70 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 656.000 Mg | 46.20000 30307.20| 56.40000 36998.40| 45.73000 29998.88 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05473 347.000 Mg | 44.00000 15268.00| 61.10000 21201.70| 48.92000 16975.24 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0018 402-05477 313.000 Mg | 55.00000 17215.00| 76.00000 23788.00| 69.01000 21600.13 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05495 228.000 Mg | 44.00000 10032.00| 94.00000 21432.00| 56.65000 12916.20 HMA WEDGE AND LEVEL | | | 0020 404-05511 32.000 m2 | 15.40000 492.80| 35.25000 1128.00| 16.48000 527.36 SEAL COAT, 2 | | | 0021 405-05518 2631.000 m2 | 0.55000 1447.05| 0.94000 2473.14| 0.82000 2157.42 ASPHALT FOR PRIME COAT | | | 0022 406-05521 6706.000 m2 | 0.11000 737.66| 0.06000 402.36| 0.05000 335.30 ASPHALT FOR TACK COAT | | | 0023 610-05527 78.600 Mg | 77.00000 6052.20| 94.00000 7388.40| 101.71000 7994.41 HMA FOR APPROACHES | | | 0024 611-06497 3.000 EACH| 165.00000 495.00| 138.00000 414.00| 139.00000 417.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 2.000 EACH| 187.00000 374.00| 165.00000 330.00| 170.00000 340.00 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 28.000 EACH| 121.00000 3388.00| 130.00000 3640.00| 134.00000 3752.00 RIGHT OF WAY MARKER | | | 0027 615-06505 8.000 EACH| 654.50000 5236.00| 700.00000 5600.00| 495.00000 3960.00 MONUMENT, B | | | 0028 616-02320 797.000 m2 | 2.20000 1753.40| 1.80000 1434.60| 2.40000 1912.80 GEOTEXTILES | | | 0029 616-05689 989.000 Mg | 22.00000 21758.00| 23.80000 23538.20| 19.48000 19265.72 RIPRAP, CLASS 2 | | | 0030 621-01004 2.000 EACH| 660.00000 1320.00| 700.00000 1400.00| 620.00000 1240.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-2032723 |(3) 35-1315965 |EDSAM CONSTRUCTION, INC. |L M S ENVIRONMENTAL CONTRACT|FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 621-06548 10.000 kg | 62.15000 621.50| 65.00000 650.00| 58.19000 581.90 SEED MIXTURE, CV | | | 0032 621-06559 2580.000 m2 | 0.66000 1702.80| 0.60000 1548.00| 0.54000 1393.20 MULCHED SEEDING, R | | | 0033 621-06567 65.000 kL | 0.66000 42.90| 1.00000 65.00| 0.55000 35.75 WATER | | | 0034 621-06575 3582.000 m2 | 3.52000 12608.64| 3.70000 13253.40| 3.30000 11820.60 SODDING, NURSERY | | | 0035 622-52436 1.000 EACH| 27.50000 27.50| 28.00000 28.00| 25.75000 25.75 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 6.000 EACH| 27.50000 165.00| 28.00000 168.00| 25.75000 154.50 SEEDLING | | | 0037 702-51015 9.400 m3 | 440.00000 4136.00| 580.00000 5452.00| 596.76000 5609.54 CONCRETE, B, FOOTINGS | | | 0038 702-90915 6.800 m3 | 495.00000 3366.00| 915.00000 6222.00| 1135.61000 7722.15 CONCRETE, A | | | 0039 703-51030 665.000 kg | 2.20000 1463.00| 2.30000 1529.50| 2.28000 1516.20 REINFORCING STEEL | | | 0040 709-51821 LUMP| 1320.00000 1320.00| 1175.00000 1175.00| 1235.95000 1235.95 SURFACE SEAL | | | 0041 714-03436 32.000 m | 3437.50000 110000.00| 2820.00000 90240.00| 2924.00000 93568.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 4800 mm x 2100 mm | | | 0042 714-03437 41.000 m2 | 374.00000 15334.00| 352.00000 14432.00| 366.73000 15035.93 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0043 714-06700 6.100 m | 4620.00000 28182.00| 5460.00000 33306.00| 9364.12000 57121.13 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1200 mm UNIT "A" | | | 0044 714-06700 14.630 m | 2970.00000 43451.10| 3525.00000 51570.75| 3738.17000 54689.43 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1200 mm UNIT "B" | | | 0045 801-04308 8.000 EACH| 90.20000 721.60| 96.00000 768.00| 164.79000 1318.32 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 16.000 EACH| 62.70000 1003.20| 67.00000 1072.00| 77.25000 1236.00 BARRICADE, IIIB | | | 0047 801-06625 36.000 EACH| 82.50000 2970.00| 88.00000 3168.00| 92.70000 3337.20 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 68.20000 1227.60| 73.00000 1314.00| 66.95000 1205.10 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 4400.00000 4400.00| 1316.00000 1316.00| 1122.00000 1122.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-2032723 |(3) 35-1315965 |EDSAM CONSTRUCTION, INC. |L M S ENVIRONMENTAL CONTRACT|FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 802-02489 37.100 m | 27.50000 1020.25| 29.00000 1075.90| 29.87000 1108.18 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 3.420 m2 | 176.00000 601.92| 188.00000 642.96| 208.05000 711.53 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 3.240 m2 | 198.00000 641.52| 207.00000 670.68| 127.71000 413.78 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0053 808-06712 53.000 m | 1.10000 58.30| 1.10000 58.30| 0.51000 27.03 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 800.000 m | 1.10000 880.00| 1.10000 880.00| 0.33000 264.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 228.000 m | 1.10000 250.80| 1.10000 250.80| 0.33000 75.24 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-75035 7.000 m | 12.10000 84.70| 13.00000 91.00| 3.09000 21.63 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0057 808-75998 26.000 EACH| 55.00000 1430.00| 60.00000 1560.00| 36.05000 937.30 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 501,713.54| $ 508,434.69| $ 532,576.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 501,713.54| $ 508,434.69| $ 532,576.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1996475 |(6) 35-1357381 |FORCE CONSTRUCTION |C & H/M EXCAVATING, INC. |O'MARA, DAVE CONTRACTOR 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 | 1300.09000 7800.54| 1985.00000 11910.00| 800.00000 4800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 13900.00000 13900.00| 9600.00000 9600.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25652.04000 25652.04| 26214.00000 26214.00| 31524.00000 31524.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11173.93000 11173.93| 7500.00000 7500.00| 6900.00000 6900.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 126.000 m | 22.00000 2772.00| 14.75000 1858.50| 10.00000 1260.00 GUARDRAIL, REMOVE | | | 0006 202-02286 2.000 EACH| 5999.97000 11999.94| 5565.00000 11130.00| 5000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1920.000 m2 | 2.58000 4953.60| 5.10000 9792.00| 4.00000 7680.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1480.000 m3 | 13.29000 19669.20| 8.50000 12580.00| 13.50000 19980.00 EXCAVATION, COMMON | | | 0009 203-02045 1060.000 m3 | 11.48000 12168.80| 6.00000 6360.00| 7.00000 7420.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02224 470.000 m | 5.55000 2608.50| 8.00000 3760.00| 6.00000 2820.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 84.000 m | 11.50000 966.00| 13.00000 1092.00| 12.00000 1008.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02050 100.000 m3 | 25.08000 2508.00| 19.00000 1900.00| 28.00000 2800.00 B BORROW | | | 0013 211-02060 451.000 m3 | 25.23000 11378.73| 20.00000 9020.00| 54.00000 24354.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 47.000 m3 | 85.02000 3995.94| 92.00000 4324.00| 110.00000 5170.00 FLOWABLE MORTAR | | | 0015 303-52308 1030.000 Mg | 17.22000 17736.60| 16.50000 16995.00| 15.00000 15450.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 656.000 Mg | 44.40000 29126.40| 53.25000 34932.00| 38.00000 24928.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05473 347.000 Mg | 47.50000 16482.50| 57.00000 19779.00| 41.00000 14227.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0018 402-05477 313.000 Mg | 67.00000 20971.00| 80.47000 25187.11| 58.00000 18154.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05495 228.000 Mg | 55.00000 12540.00| 66.00000 15048.00| 41.00000 9348.00 HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1996475 |(6) 35-1357381 |FORCE CONSTRUCTION |C & H/M EXCAVATING, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 32.000 m2 | 16.00000 512.00| 19.20000 614.40| 14.00000 448.00 SEAL COAT, 2 | | | 0021 405-05518 2631.000 m2 | 0.80000 2104.80| 0.96000 2525.76| 0.65000 1710.15 ASPHALT FOR PRIME COAT | | | 0022 406-05521 6706.000 m2 | 0.05000 335.30| 0.10000 670.60| 0.05000 335.30 ASPHALT FOR TACK COAT | | | 0023 610-05527 78.600 Mg | 98.75000 7761.75| 118.50000 9314.10| 95.00000 7467.00 HMA FOR APPROACHES | | | 0024 611-06497 3.000 EACH| 135.00000 405.00| 180.00000 540.00| 120.00000 360.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 2.000 EACH| 165.00000 330.00| 235.00000 470.00| 150.00000 300.00 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 28.000 EACH| 130.00000 3640.00| 135.00000 3780.00| 120.00000 3360.00 RIGHT OF WAY MARKER | | | 0027 615-06505 8.000 EACH| 480.00000 3840.00| 480.00000 3840.00| 650.00000 5200.00 MONUMENT, B | | | 0028 616-02320 797.000 m2 | 2.30000 1833.10| 3.00000 2391.00| 1.65000 1315.05 GEOTEXTILES | | | 0029 616-05689 989.000 Mg | 18.67000 18464.63| 20.85000 20620.65| 22.00000 21758.00 RIPRAP, CLASS 2 | | | 0030 621-01004 2.000 EACH| 600.00000 1200.00| 780.00000 1560.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 10.000 kg | 56.50000 565.00| 65.00000 650.00| 60.00000 600.00 SEED MIXTURE, CV | | | 0032 621-06559 2580.000 m2 | 0.52000 1341.60| 0.80000 2064.00| 0.60000 1548.00 MULCHED SEEDING, R | | | 0033 621-06567 65.000 kL | 0.53000 34.45| 1.20000 78.00| 0.53000 34.45 WATER | | | 0034 621-06575 3582.000 m2 | 3.20000 11462.40| 4.45000 15939.90| 3.50000 12537.00 SODDING, NURSERY | | | 0035 622-52436 1.000 EACH| 25.00000 25.00| 36.00000 36.00| 25.00000 25.00 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 6.000 EACH| 25.00000 150.00| 18.60000 111.60| 25.00000 150.00 SEEDLING | | | 0037 702-51015 9.400 m3 | 514.79000 4839.03| 350.00000 3290.00| 1100.00000 10340.00 CONCRETE, B, FOOTINGS | | | 0038 702-90915 6.800 m3 | 580.69000 3948.69| 475.00000 3230.00| 975.00000 6630.00 CONCRETE, A | | | 0039 703-51030 665.000 kg | 3.21000 2134.65| 1.00000 665.00| 4.40000 2926.00 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1996475 |(6) 35-1357381 |FORCE CONSTRUCTION |C & H/M EXCAVATING, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 709-51821 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 1500.00000 1500.00 SURFACE SEAL | | | 0041 714-03436 32.000 m | 3605.47000 115375.04| 3588.00000 114816.00| 3617.00000 115744.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 4800 mm x 2100 mm | | | 0042 714-03437 41.000 m2 | 266.60000 10930.60| 479.00000 19639.00| 487.00000 19967.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0043 714-06700 6.100 m | 7896.14000 48166.45| 6315.00000 38521.50| 10100.00000 61610.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1200 mm UNIT "A" | | | 0044 714-06700 14.630 m | 4008.62000 58646.11| 3642.00000 53282.46| 4100.00000 59983.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1200 mm UNIT "B" | | | 0045 801-04308 8.000 EACH| 160.00000 1280.00| 276.00000 2208.00| 90.00000 720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 16.000 EACH| 75.00000 1200.00| 162.00000 2592.00| 60.00000 960.00 BARRICADE, IIIB | | | 0047 801-06625 36.000 EACH| 90.00000 3240.00| 86.00000 3096.00| 80.00000 2880.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 65.00000 1170.00| 138.00000 2484.00| 70.00000 1260.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 5919.32000 5919.32| 4000.00000 4000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0050 802-02489 37.100 m | 29.00000 1075.90| 35.00000 1298.50| 50.00000 1855.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 3.420 m2 | 202.00000 690.84| 242.00000 827.64| 220.00000 752.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 3.240 m2 | 124.00000 401.76| 149.00000 482.76| 200.00000 648.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0053 808-06712 53.000 m | 0.50000 26.50| 0.86000 45.58| 2.00000 106.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 800.000 m | 0.32000 256.00| 0.86000 688.00| 2.00000 1600.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 228.000 m | 0.32000 72.96| 0.86000 196.08| 2.00000 456.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-75035 7.000 m | 3.00000 21.00| 12.00000 84.00| 20.00000 140.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0057 808-75998 26.000 EACH| 35.00000 910.00| 72.00000 1872.00| 50.00000 1300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1996475 |(6) 35-1357381 |FORCE CONSTRUCTION |C & H/M EXCAVATING, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 547,713.60| $ 550,506.14| $ 576,648.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 547,713.60| $ 550,506.14| $ 576,648.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1045880 |(8) 35-1212938 |(9) 35-1954982 |WEITZEL CONSTRUCTION CO |ATLAS EXCAVATING, INC. |T C INCORPORATED 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 | 940.00000 5640.00| 700.00000 4200.00| 1830.00000 10980.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 7000.00000 7000.00| 21000.00000 21000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 6400.00000 6400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4300.00000 4300.00| 7500.00000 7500.00| 9920.00000 9920.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 126.000 m | 15.00000 1890.00| 13.00000 1638.00| 29.00000 3654.00 GUARDRAIL, REMOVE | | | 0006 202-02286 2.000 EACH| 12900.00000 25800.00| 10000.00000 20000.00| 5975.00000 11950.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1920.000 m2 | 3.00000 5760.00| 3.00000 5760.00| 2.00000 3840.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1480.000 m3 | 4.00000 5920.00| 18.50000 27380.00| 17.00000 25160.00 EXCAVATION, COMMON | | | 0009 203-02045 1060.000 m3 | 4.00000 4240.00| 5.80000 6148.00| 19.50000 20670.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02224 470.000 m | 7.00000 3290.00| 6.20000 2914.00| 7.00000 3290.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 84.000 m | 14.00000 1176.00| 9.50000 798.00| 14.00000 1176.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02050 100.000 m3 | 39.00000 3900.00| 55.00000 5500.00| 51.00000 5100.00 B BORROW | | | 0013 211-02060 451.000 m3 | 38.00000 17138.00| 34.00000 15334.00| 51.00000 23001.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 47.000 m3 | 162.00000 7614.00| 110.00000 5170.00| 200.00000 9400.00 FLOWABLE MORTAR | | | 0015 303-52308 1030.000 Mg | 15.00000 15450.00| 16.00000 16480.00| 21.00000 21630.00 COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 656.000 Mg | 54.00000 35424.00| 46.00000 30176.00| 55.00000 36080.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05473 347.000 Mg | 57.00000 19779.00| 49.00000 17003.00| 59.00000 20473.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0018 402-05477 313.000 Mg | 80.00000 25040.00| 70.00000 21910.00| 80.00000 25040.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05495 228.000 Mg | 66.00000 15048.00| 58.00000 13224.00| 68.00000 15504.00 HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1045880 |(8) 35-1212938 |(9) 35-1954982 |WEITZEL CONSTRUCTION CO |ATLAS EXCAVATING, INC. |T C INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 32.000 m2 | 19.00000 608.00| 17.00000 544.00| 20.00000 640.00 SEAL COAT, 2 | | | 0021 405-05518 2631.000 m2 | 1.00000 2631.00| 0.90000 2367.90| 1.00000 2631.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 6706.000 m2 | 0.10000 670.60| 0.10000 670.60| 0.10000 670.60 ASPHALT FOR TACK COAT | | | 0023 610-05527 78.600 Mg | 120.00000 9432.00| 110.00000 8646.00| 124.00000 9746.40 HMA FOR APPROACHES | | | 0024 611-06497 3.000 EACH| 174.00000 522.00| 130.00000 390.00| 240.00000 720.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 2.000 EACH| 227.00000 454.00| 155.00000 310.00| 290.00000 580.00 MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 28.000 EACH| 133.00000 3724.00| 120.00000 3360.00| 140.00000 3920.00 RIGHT OF WAY MARKER | | | 0027 615-06505 8.000 EACH| 719.00000 5752.00| 625.00000 5000.00| 550.00000 4400.00 MONUMENT, B | | | 0028 616-02320 797.000 m2 | 3.00000 2391.00| 4.80000 3825.60| 2.60000 2072.20 GEOTEXTILES | | | 0029 616-05689 989.000 Mg | 25.00000 24725.00| 22.00000 21758.00| 23.00000 22747.00 RIPRAP, CLASS 2 | | | 0030 621-01004 2.000 EACH| 725.00000 1450.00| 625.00000 1250.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 10.000 kg | 68.00000 680.00| 60.00000 600.00| 70.00000 700.00 SEED MIXTURE, CV | | | 0032 621-06559 2580.000 m2 | 1.00000 2580.00| 0.60000 1548.00| 0.60000 1548.00 MULCHED SEEDING, R | | | 0033 621-06567 65.000 kL | 1.00000 65.00| 0.60000 39.00| 0.60000 39.00 WATER | | | 0034 621-06575 3582.000 m2 | 4.00000 14328.00| 3.50000 12537.00| 3.95000 14148.90 SODDING, NURSERY | | | 0035 622-52436 1.000 EACH| 30.00000 30.00| 26.00000 26.00| 31.00000 31.00 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 6.000 EACH| 30.00000 180.00| 27.00000 162.00| 31.00000 186.00 SEEDLING | | | 0037 702-51015 9.400 m3 | 290.00000 2726.00| 325.00000 3055.00| 707.00000 6645.80 CONCRETE, B, FOOTINGS | | | 0038 702-90915 6.800 m3 | 570.00000 3876.00| 800.00000 5440.00| 560.00000 3808.00 CONCRETE, A | | | 0039 703-51030 665.000 kg | 4.00000 2660.00| 2.00000 1330.00| 4.30000 2859.50 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1045880 |(8) 35-1212938 |(9) 35-1954982 |WEITZEL CONSTRUCTION CO |ATLAS EXCAVATING, INC. |T C INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 709-51821 LUMP| 1450.00000 1450.00| 2400.00000 2400.00| 7800.00000 7800.00 SURFACE SEAL | | | 0041 714-03436 32.000 m | 3100.00000 99200.00| 4700.00000 150400.00| 2900.00000 92800.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 4800 mm x 2100 mm | | | 0042 714-03437 41.000 m2 | 600.00000 24600.00| 380.00000 15580.00| 380.00000 15580.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0043 714-06700 6.100 m | 9370.00000 57157.00| 6400.00000 39040.00| 9600.00000 58560.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1200 mm UNIT "A" | | | 0044 714-06700 14.630 m | 5100.00000 74613.00| 4210.00000 61592.30| 4900.00000 71687.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1200 mm UNIT "B" | | | 0045 801-04308 8.000 EACH| 270.00000 2160.00| 180.00000 1440.00| 200.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 16.000 EACH| 160.00000 2560.00| 90.00000 1440.00| 93.00000 1488.00 BARRICADE, IIIB | | | 0047 801-06625 36.000 EACH| 87.00000 3132.00| 110.00000 3960.00| 112.00000 4032.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 139.00000 2502.00| 85.00000 1530.00| 81.00000 1458.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 1695.00000 1695.00| 8000.00000 8000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0050 802-02489 37.100 m | 35.00000 1298.50| 32.00000 1187.20| 40.50000 1502.55 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 3.420 m2 | 244.00000 834.48| 220.00000 752.40| 285.00000 974.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 3.240 m2 | 150.00000 486.00| 140.00000 453.60| 222.00000 719.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0053 808-06712 53.000 m | 1.00000 53.00| 0.60000 31.80| 0.60000 31.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 800.000 m | 1.00000 800.00| 0.40000 320.00| 0.40000 320.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 228.000 m | 1.00000 228.00| 0.40000 91.20| 0.40000 91.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-75035 7.000 m | 12.00000 84.00| 3.30000 23.10| 3.75000 26.25 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0057 808-75998 26.000 EACH| 72.00000 1872.00| 38.00000 988.00| 43.00000 1118.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1045880 |(8) 35-1212938 |(9) 35-1954982 |WEITZEL CONSTRUCTION CO |ATLAS EXCAVATING, INC. |T C INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 586,618.58| $ 600,223.70| $ 615,650.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 586,618.58| $ 600,223.70| $ 615,650.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | 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 | 263.24000 1579.44| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14183.56000 14183.56| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30190.00000 30190.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9848.61000 9848.61| | CLEARING RIGHT OF WAY | | | 0005 202-02241 126.000 m | 22.45000 2828.70| | GUARDRAIL, REMOVE | | | 0006 202-02286 2.000 EACH| 5904.09000 11808.18| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1920.000 m2 | 5.85000 11232.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 1480.000 m3 | 32.54000 48159.20| | EXCAVATION, COMMON | | | 0009 203-02045 1060.000 m3 | 16.42000 17405.20| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 205-02224 470.000 m | 5.66000 2660.20| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 84.000 m | 11.73000 985.32| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 211-02050 100.000 m3 | 43.95000 4395.00| | B BORROW | | | 0013 211-02060 451.000 m3 | 69.05000 31141.55| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 47.000 m3 | 414.24000 19469.28| | FLOWABLE MORTAR | | | 0015 303-52308 1030.000 Mg | 16.50000 16995.00| | COMPACTED AGGREGATE, O, 53 | | | 0016 402-05468 656.000 Mg | 41.35000 27125.60| | HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05473 347.000 Mg | 39.50000 13706.50| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0018 402-05477 313.000 Mg | 50.00000 15650.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05495 228.000 Mg | 39.00000 8892.00| | HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 32.000 m2 | 14.00000 448.00| | SEAL COAT, 2 | | | 0021 405-05518 2631.000 m2 | 0.50000 1315.50| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 6706.000 m2 | 0.06000 402.36| | ASPHALT FOR TACK COAT | | | 0023 610-05527 78.600 Mg | 66.00000 5187.60| | HMA FOR APPROACHES | | | 0024 611-06497 3.000 EACH| 137.75000 413.25| | MAILBOX ASSEMBLY, SINGLE | | | 0025 611-06498 2.000 EACH| 168.37000 336.74| | MAILBOX ASSEMBLY, DOUBLE | | | 0026 615-06490 28.000 EACH| 132.65000 3714.20| | RIGHT OF WAY MARKER | | | 0027 615-06505 8.000 EACH| 489.79000 3918.32| | MONUMENT, B | | | 0028 616-02320 797.000 m2 | 3.42000 2725.74| | GEOTEXTILES | | | 0029 616-05689 989.000 Mg | 27.47000 27167.83| | RIPRAP, CLASS 2 | | | 0030 621-01004 2.000 EACH| 612.24000 1224.48| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06548 10.000 kg | 57.65000 576.50| | SEED MIXTURE, CV | | | 0032 621-06559 2580.000 m2 | 0.53000 1367.40| | MULCHED SEEDING, R | | | 0033 621-06567 65.000 kL | 0.54000 35.10| | WATER | | | 0034 621-06575 3582.000 m2 | 3.27000 11713.14| | SODDING, NURSERY | | | 0035 622-52436 1.000 EACH| 25.51000 25.51| | SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 6.000 EACH| 25.51000 153.06| | SEEDLING | | | 0037 702-51015 9.400 m3 | 476.43000 4478.44| | CONCRETE, B, FOOTINGS | | | 0038 702-90915 6.800 m3 | 1395.09000 9486.61| | CONCRETE, A | | | 0039 703-51030 665.000 kg | 1.51000 1004.15| | REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 709-51821 LUMP| 1224.48000 1224.48| | SURFACE SEAL | | | 0041 714-03436 32.000 m | 3778.34000 120906.88| | CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 4800 mm x 2100 mm | | | 0042 714-03437 41.000 m2 | 452.53000 18553.73| | WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0043 714-06700 6.100 m | 6796.14000 41456.45| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1200 mm UNIT "A" | | | 0044 714-06700 14.630 m | 3844.96000 56251.76| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1200 mm UNIT "B" | | | 0045 801-04308 8.000 EACH| 83.67000 669.36| | ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06606 16.000 EACH| 58.16000 930.56| | BARRICADE, IIIB | | | 0047 801-06625 36.000 EACH| 76.53000 2755.08| | DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 18.000 EACH| 63.27000 1138.86| | CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 12050.17000 12050.17| | MAINTAINING TRAFFIC | | | 0050 802-02489 37.100 m | 25.51000 946.42| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 3.420 m2 | 163.26000 558.35| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 3.240 m2 | 179.59000 581.87| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0053 808-06712 53.000 m | 1.02000 54.06| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 800.000 m | 1.02000 816.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 228.000 m | 1.02000 232.56| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-75035 7.000 m | 11.22000 78.54| | LINE, PAINT, SOLID, WHITE, 600 mm | | | 0057 808-75998 26.000 EACH| 66.33000 1724.58| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 510 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 667,229.86 ROUTE : 121 CALL ORDER : 510 CONTRACT ID : M -25184-A COUNTIES : FAYETTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 624,878.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 624,878.98| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 169,986.75 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 179,907.25 105.8360% 3 35-1609544 SCHUTT-LOOKABILL CO $ 186,402.27 109.6569% 4 35-1315965 FOX CONTRACTORS $ 197,043.98 115.9172% 5 35-1912582 EDSAM CONSTRUCTION, INC. $ 200,992.12 118.2398% 6 35-1058755 BAKER & SCHULTZ, INC. $ 213,426.62 125.5548% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 221,093.30 130.0650% 8 35-1817574 YARDBERRY LANDSCAPE $ 232,082.05 136.5294% 9 35-1045880 WEITZEL CONSTRUCTION CO $ 242,943.50 142.9190% 10 35-1917625 MILESTONE CONTRACTORS, L.P. $ 249,522.30 146.7892% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1364963 |(3) 35-1609544 |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO 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 4.000 MOS | 1000.00000 4000.00| 1000.00000 4000.00| 1400.00000 5600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 4500.00000 4500.00| 50.00000 50.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14300.00000 14300.00| 8600.00000 8600.00| 9300.00000 9300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 1200.00000 1200.00| 100.00000 100.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 432.000 m2 | 4.25000 1836.00| 6.50000 2808.00| 8.00000 3456.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 9240.00000 9240.00| 20000.00000 20000.00| 19440.00000 19440.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 203.000 m2 | 4.00000 812.00| 7.00000 1421.00| 12.02000 2440.06 SURFACE MILLING, ASPHALT | | | 0008 203-02000 424.000 m3 | 18.00000 7632.00| 5.00000 2120.00| 6.00000 2544.00 EXCAVATION, COMMON | | | 0009 203-02070 596.000 m3 | 8.00000 4768.00| 5.00000 2980.00| 8.00000 4768.00 BORROW | | | 0010 205-02224 86.000 m | 7.12000 612.32| 6.00000 516.00| 6.50000 559.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1364963 |(3) 35-1609544 |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-02229 40.000 m | 13.16000 526.40| 10.00000 400.00| 10.00000 400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 98.80000 197.60| 80.00000 160.00| 85.00000 170.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 207-02045 416.000 m3 | 3.50000 1456.00| 4.50000 1872.00| 3.00000 1248.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 1.300 m3 | 116.00000 150.80| 75.00000 97.50| 100.00000 130.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 457.000 Mg | 20.45000 9345.65| 17.50000 7997.50| 23.11000 10561.27 COMPACTED AGGREGATE, O, 53 | | | 0016 303-94433 210.000 m3 | 27.00000 5670.00| 27.50000 5775.00| 37.00000 7770.00 AGGREGATE, 12 | | | 0017 402-05468 247.300 Mg | 45.10000 11153.23| 67.50000 16692.75| 50.96000 12602.41 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05472 72.600 Mg | 45.10000 3274.26| 67.50000 4900.50| 50.96000 3699.70 HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0019 402-05477 58.600 Mg | 75.00000 4395.00| 85.00000 4981.00| 84.75000 4966.35 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 90.500 Mg | 46.10000 4172.05| 57.00000 5158.50| 52.00000 4706.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 503.000 m2 | 3.50000 1760.50| 3.75000 1886.25| 3.96000 1991.88 SEAL COAT, 2 | | | 0022 405-05518 503.000 m2 | 1.00000 503.00| 1.00000 503.00| 1.13000 568.39 ASPHALT FOR PRIME COAT | | | 0023 406-05521 1785.000 m2 | 0.20000 357.00| 0.25000 446.25| 0.23000 410.55 ASPHALT FOR TACK COAT | | | 0024 610-05527 5.500 Mg | 95.00000 522.50| 100.00000 550.00| 107.35000 590.43 HMA FOR APPROACHES | | | 0025 615-06490 9.000 EACH| 100.00000 900.00| 100.00000 900.00| 156.00000 1404.00 RIGHT OF WAY MARKER | | | 0026 616-02320 247.000 m2 | 2.00000 494.00| 3.00000 741.00| 2.00000 494.00 GEOTEXTILES | | | 0027 616-06405 120.000 Mg | 20.00000 2400.00| 20.00000 2400.00| 26.00000 3120.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 686.40000 686.40| 650.00000 650.00| 735.00000 735.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-01660 940.000 m2 | 1.40000 1316.00| 1.00000 940.00| 1.04000 977.60 MULCHED SEEDING, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1364963 |(3) 35-1609544 |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 621-01956 29.000 kg | 15.40000 446.60| 35.00000 1015.00| 38.50000 1116.50 SEED MIXTURE, LEGUME, 1 | | | 0031 621-06548 0.500 kg | 62.40000 31.20| 65.00000 32.50| 62.15000 31.08 SEED MIXTURE, CV | | | 0032 621-06559 1363.000 m2 | 0.92000 1253.96| 1.00000 1363.00| 0.84000 1144.92 MULCHED SEEDING, R | | | 0033 621-06567 1.500 kL | 1.00000 1.50| 1.00000 1.50| 0.60000 0.90 WATER | | | 0034 621-06574 62.000 m2 | 9.26000 574.12| 10.00000 620.00| 34.96000 2167.52 SODDING | | | 0035 621-52448 4.000 EACH| 31.20000 124.80| 25.00000 100.00| 23.00000 92.00 SIGN, DO NOT SPRAY | | | 0036 622-98200 4.000 EACH| 31.20000 124.80| 25.00000 100.00| 23.00000 92.00 SIGN, DO NOT DISTURB | | | 0037 702-51005 8.200 m3 | 540.00000 4428.00| 480.00000 3936.00| 506.00000 4149.20 CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 9.800 m3 | 325.00000 3185.00| 400.00000 3920.00| 427.00000 4184.60 CONCRETE, B, FOOTINGS | | | 0039 703-51030 977.000 kg | 1.25000 1221.25| 2.00000 1954.00| 2.00000 1954.00 REINFORCING STEEL | | | 0040 714-26725 25.600 m | 1800.00000 46080.00| 1850.00000 47360.00| 2261.00000 57881.60 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0041 715-05168 27.200 m | 50.00000 1360.00| 60.00000 1632.00| 47.80000 1300.16 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0042 715-35000 30.000 m | 3.83000 114.90| 35.00000 1050.00| 10.00000 300.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0043 715-35005 30.000 m | 7.22000 216.60| 35.00000 1050.00| 13.50000 405.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0044 715-35010 30.000 m | 7.98000 239.40| 35.00000 1050.00| 15.00000 450.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0045 715-46000 2.000 EACH| 295.00000 590.00| 240.00000 480.00| 147.00000 294.00 PIPE END SECTION, 300 mm | | | 0046 801-04308 2.000 EACH| 142.80000 285.60| 150.00000 300.00| 96.00000 192.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 8.000 EACH| 58.65000 469.20| 60.00000 480.00| 67.00000 536.00 BARRICADE, IIIA | | | 0048 801-06606 4.000 EACH| 65.79000 263.16| 65.00000 260.00| 67.00000 268.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1364963 |(3) 35-1609544 |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 801-06625 20.000 EACH| 68.34000 1366.80| 90.00000 1800.00| 79.00000 1580.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 10.000 EACH| 68.34000 683.40| 175.00000 1750.00| 62.00000 620.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 2.000 EACH| 20.40000 40.80| 35.00000 70.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 100.00000 100.00 MAINTAINING TRAFFIC | | | 0053 802-76055 17.000 m | 20.00000 340.00| 30.00000 510.00| 34.00000 578.00 SIGN POST, A | | | 0054 802-96915 LUMP| 350.00000 350.00| 250.00000 250.00| 480.00000 480.00 SIGN, RELOCATE | | | 0055 804-06770 2.000 EACH| 20.00000 40.00| 25.00000 50.00| 18.00000 36.00 DELINEATOR POST | | | 0056 808-06712 45.000 m | 1.79000 80.55| 2.60000 117.00| 2.03000 91.35 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 360.000 m | 1.79000 644.40| 1.00000 360.00| 2.03000 730.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-75998 6.000 EACH| 75.00000 450.00| 100.00000 600.00| 124.00000 744.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 169,986.75| $ 179,907.25| $ 186,402.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 169,986.75| $ 179,907.25| $ 186,402.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1912582 |(6) 35-1058755 |FOX CONTRACTORS |EDSAM CONSTRUCTION, INC. |BAKER & SCHULTZ, 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 4.000 MOS | 1216.00000 4864.00| 1320.00000 5280.00| 800.00000 3200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4326.00000 4326.00| 6400.00000 6400.00| 3850.00000 3850.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11260.00000 11260.00| 19690.00000 19690.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5560.00000 5560.00| 2200.00000 2200.00| 5950.00000 5950.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 432.000 m2 | 13.95000 6026.40| 11.00000 4752.00| 15.00000 6480.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 10135.00000 10135.00| 14800.00000 14800.00| 31550.00000 31550.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 203.000 m2 | 16.30000 3308.90| 11.00000 2233.00| 9.00000 1827.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 424.000 m3 | 11.72000 4969.28| 9.90000 4197.60| 12.50000 5300.00 EXCAVATION, COMMON | | | 0009 203-02070 596.000 m3 | 22.00000 13112.00| 13.20000 7867.20| 23.50000 14006.00 BORROW | | | 0010 205-02224 86.000 m | 7.06000 607.16| 5.83000 501.38| 6.15000 528.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 40.000 m | 13.03000 521.20| 13.20000 528.00| 9.60000 384.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 100.00000 200.00| 68.20000 136.40| 80.00000 160.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 207-02045 416.000 m3 | 5.24000 2179.84| 6.60000 2745.60| 5.60000 2329.60 EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 1.300 m3 | 95.22000 123.79| 110.00000 143.00| 17.80000 23.14 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 457.000 Mg | 16.54000 7558.78| 17.60000 8043.20| 21.80000 9962.60 COMPACTED AGGREGATE, O, 53 | | | 0016 303-94433 210.000 m3 | 26.63000 5592.30| 27.50000 5775.00| 17.80000 3738.00 AGGREGATE, 12 | | | 0017 402-05468 247.300 Mg | 46.45000 11487.09| 50.60000 12513.38| 48.20000 11919.86 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05472 72.600 Mg | 46.45000 3372.27| 50.60000 3673.56| 48.20000 3499.32 HMA INTERMEDIATE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1912582 |(6) 35-1058755 |FOX CONTRACTORS |EDSAM CONSTRUCTION, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 58.600 Mg | 77.25000 4526.85| 83.60000 4898.96| 80.00000 4688.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 90.500 Mg | 47.48000 4296.94| 51.70000 4678.85| 49.30000 4461.65 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 503.000 m2 | 3.60000 1810.80| 3.85000 1936.55| 3.75000 1886.25 SEAL COAT, 2 | | | 0022 405-05518 503.000 m2 | 1.03000 518.09| 1.10000 553.30| 1.05000 528.15 ASPHALT FOR PRIME COAT | | | 0023 406-05521 1785.000 m2 | 0.21000 374.85| 0.22000 392.70| 0.22000 392.70 ASPHALT FOR TACK COAT | | | 0024 610-05527 5.500 Mg | 97.85000 538.18| 110.00000 605.00| 101.00000 555.50 HMA FOR APPROACHES | | | 0025 615-06490 9.000 EACH| 257.00000 2313.00| 151.80000 1366.20| 148.00000 1332.00 RIGHT OF WAY MARKER | | | 0026 616-02320 247.000 m2 | 2.31000 570.57| 2.20000 543.40| 2.80000 691.60 GEOTEXTILES | | | 0027 616-06405 120.000 Mg | 29.25000 3510.00| 22.00000 2640.00| 20.00000 2400.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 680.00000 680.00| 495.00000 495.00| 695.00000 695.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-01660 940.000 m2 | 1.39000 1306.60| 1.10000 1034.00| 0.98000 921.20 MULCHED SEEDING, LEGUME, 2 | | | 0030 621-01956 29.000 kg | 15.24000 441.96| 11.55000 334.95| 2.35000 68.15 SEED MIXTURE, LEGUME, 1 | | | 0031 621-06548 0.500 kg | 61.80000 30.90| 66.00000 33.00| 59.00000 29.50 SEED MIXTURE, CV | | | 0032 621-06559 1363.000 m2 | 0.91000 1240.33| 0.55000 749.65| 0.80000 1090.40 MULCHED SEEDING, R | | | 0033 621-06567 1.500 kL | 1.03000 1.55| 27.50000 41.25| 0.53000 0.80 WATER | | | 0034 621-06574 62.000 m2 | 9.17000 568.54| 4.62000 286.44| 2.20000 136.40 SODDING | | | 0035 621-52448 4.000 EACH| 30.90000 123.60| 24.20000 96.80| 21.40000 85.60 SIGN, DO NOT SPRAY | | | 0036 622-98200 4.000 EACH| 30.90000 123.60| 24.20000 96.80| 21.40000 85.60 SIGN, DO NOT DISTURB | | | 0037 702-51005 8.200 m3 | 991.28000 8128.50| 495.00000 4059.00| 540.00000 4428.00 CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 9.800 m3 | 582.53000 5708.79| 440.00000 4312.00| 460.00000 4508.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1912582 |(6) 35-1058755 |FOX CONTRACTORS |EDSAM CONSTRUCTION, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-51030 977.000 kg | 1.66000 1621.82| 1.65000 1612.05| 1.30000 1270.10 REINFORCING STEEL | | | 0040 714-26725 25.600 m | 1986.12000 50844.67| 2090.00000 53504.00| 1965.00000 50304.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0041 715-05168 27.200 m | 87.42000 2377.82| 55.00000 1496.00| 93.50000 2543.20 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0042 715-35000 30.000 m | 32.54000 976.20| 16.50000 495.00| 34.80000 1044.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0043 715-35005 30.000 m | 34.21000 1026.30| 22.00000 660.00| 36.60000 1098.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0044 715-35010 30.000 m | 39.25000 1177.50| 24.20000 726.00| 42.00000 1260.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0045 715-46000 2.000 EACH| 467.47000 934.94| 242.00000 484.00| 500.00000 1000.00 PIPE END SECTION, 300 mm | | | 0046 801-04308 2.000 EACH| 103.00000 206.00| 93.50000 187.00| 91.00000 182.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 8.000 EACH| 61.80000 494.40| 64.90000 519.20| 63.00000 504.00 BARRICADE, IIIA | | | 0048 801-06606 4.000 EACH| 66.95000 267.80| 64.90000 259.60| 63.00000 252.00 BARRICADE, IIIB | | | 0049 801-06625 20.000 EACH| 92.70000 1854.00| 77.00000 1540.00| 75.00000 1500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 10.000 EACH| 56.65000 566.50| 60.50000 605.00| 59.00000 590.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 2.000 EACH| 36.05000 72.10| 38.50000 77.00| 37.00000 74.00 CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 305.00000 305.00| 5300.00000 5300.00| 600.00000 600.00 MAINTAINING TRAFFIC | | | 0053 802-76055 17.000 m | 25.65000 436.05| 33.00000 561.00| 32.10000 545.70 SIGN POST, A | | | 0054 802-96915 LUMP| 495.00000 495.00| 770.00000 770.00| 455.00000 455.00 SIGN, RELOCATE | | | 0055 804-06770 2.000 EACH| 43.26000 86.52| 17.60000 35.20| 17.10000 34.20 DELINEATOR POST | | | 0056 808-06712 45.000 m | 2.58000 116.10| 1.98000 89.10| 1.90000 85.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 360.000 m | 0.84000 302.40| 1.98000 712.80| 1.90000 684.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1912582 |(6) 35-1058755 |FOX CONTRACTORS |EDSAM CONSTRUCTION, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75998 6.000 EACH| 144.20000 865.20| 121.00000 726.00| 118.00000 708.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 197,043.98| $ 200,992.12| $ 213,426.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 197,043.98| $ 200,992.12| $ 213,426.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1817574 |(9) 35-1045880 |HUNT PAVING COMPANY, INC. |YARDBERRY LANDSCAPE |WEITZEL CONSTRUCTION CO 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 4.000 MOS | 1300.00000 5200.00| 1500.00000 6000.00| 900.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11050.00000 11050.00| 10000.00000 10000.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4420.00000 4420.00| 2500.00000 2500.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 432.000 m2 | 9.00000 3888.00| 10.00000 4320.00| 20.00000 8640.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 13000.00000 13000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 203.000 m2 | 6.00000 1218.00| 10.00000 2030.00| 4.00000 812.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 424.000 m3 | 45.00000 19080.00| 22.00000 9328.00| 4.00000 1696.00 EXCAVATION, COMMON | | | 0009 203-02070 596.000 m3 | 15.00000 8940.00| 20.00000 11920.00| 10.00000 5960.00 BORROW | | | 0010 205-02224 86.000 m | 7.00000 602.00| 9.50000 817.00| 7.00000 602.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 40.000 m | 13.00000 520.00| 16.00000 640.00| 11.00000 440.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 100.00000 200.00| 150.00000 300.00| 90.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 207-02045 416.000 m3 | 7.00000 2912.00| 15.00000 6240.00| 21.00000 8736.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 1.300 m3 | 90.00000 117.00| 150.00000 195.00| 506.00000 657.80 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 457.000 Mg | 20.50000 9368.50| 24.00000 10968.00| 25.00000 11425.00 COMPACTED AGGREGATE, O, 53 | | | 0016 303-94433 210.000 m3 | 60.00000 12600.00| 35.00000 7350.00| 16.00000 3360.00 AGGREGATE, 12 | | | 0017 402-05468 247.300 Mg | 47.00000 11623.10| 55.00000 13601.50| 55.00000 13601.50 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05472 72.600 Mg | 47.00000 3412.20| 60.00000 4356.00| 55.00000 3993.00 HMA INTERMEDIATE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1817574 |(9) 35-1045880 |HUNT PAVING COMPANY, INC. |YARDBERRY LANDSCAPE |WEITZEL CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 58.600 Mg | 80.00000 4688.00| 70.00000 4102.00| 90.00000 5274.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 90.500 Mg | 48.00000 4344.00| 70.00000 6335.00| 56.00000 5068.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 503.000 m2 | 3.50000 1760.50| 1.00000 503.00| 4.00000 2012.00 SEAL COAT, 2 | | | 0022 405-05518 503.000 m2 | 0.50000 251.50| 2.00000 1006.00| 1.25000 628.75 ASPHALT FOR PRIME COAT | | | 0023 406-05521 1785.000 m2 | 0.50000 892.50| 0.60000 1071.00| 0.25000 446.25 ASPHALT FOR TACK COAT | | | 0024 610-05527 5.500 Mg | 105.00000 577.50| 150.00000 825.00| 115.00000 632.50 HMA FOR APPROACHES | | | 0025 615-06490 9.000 EACH| 150.00000 1350.00| 160.00000 1440.00| 133.00000 1197.00 RIGHT OF WAY MARKER | | | 0026 616-02320 247.000 m2 | 2.00000 494.00| 4.00000 988.00| 3.00000 741.00 GEOTEXTILES | | | 0027 616-06405 120.000 Mg | 35.00000 4200.00| 39.00000 4680.00| 25.00000 3000.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 660.00000 660.00| 700.00000 700.00| 786.00000 786.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-01660 940.000 m2 | 1.40000 1316.00| 1.50000 1410.00| 1.10000 1034.00 MULCHED SEEDING, LEGUME, 2 | | | 0030 621-01956 29.000 kg | 17.00000 493.00| 18.00000 522.00| 41.00000 1189.00 SEED MIXTURE, LEGUME, 1 | | | 0031 621-06548 0.500 kg | 65.00000 32.50| 350.00000 175.00| 67.00000 33.50 SEED MIXTURE, CV | | | 0032 621-06559 1363.000 m2 | 1.00000 1363.00| 1.00000 1363.00| 1.00000 1363.00 MULCHED SEEDING, R | | | 0033 621-06567 1.500 kL | 1.00000 1.50| 20.00000 30.00| 1.00000 1.50 WATER | | | 0034 621-06574 62.000 m2 | 9.00000 558.00| 18.00000 1116.00| 37.00000 2294.00 SODDING | | | 0035 621-52448 4.000 EACH| 30.00000 120.00| 45.00000 180.00| 30.00000 120.00 SIGN, DO NOT SPRAY | | | 0036 622-98200 4.000 EACH| 30.00000 120.00| 45.00000 180.00| 30.00000 120.00 SIGN, DO NOT DISTURB | | | 0037 702-51005 8.200 m3 | 740.00000 6068.00| 700.00000 5740.00| 581.00000 4764.20 CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 9.800 m3 | 765.00000 7497.00| 500.00000 4900.00| 300.00000 2940.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1817574 |(9) 35-1045880 |HUNT PAVING COMPANY, INC. |YARDBERRY LANDSCAPE |WEITZEL CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-51030 977.000 kg | 3.50000 3419.50| 1.85000 1807.45| 4.50000 4396.50 REINFORCING STEEL | | | 0040 714-26725 25.600 m | 2250.00000 57600.00| 2812.50000 72000.00| 2700.00000 69120.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0041 715-05168 27.200 m | 50.00000 1360.00| 98.00000 2665.60| 150.00000 4080.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0042 715-35000 30.000 m | 15.00000 450.00| 25.00000 750.00| 52.00000 1560.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0043 715-35005 30.000 m | 20.00000 600.00| 20.00000 600.00| 54.00000 1620.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0044 715-35010 30.000 m | 20.00000 600.00| 20.00000 600.00| 61.00000 1830.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0045 715-46000 2.000 EACH| 2000.00000 4000.00| 275.00000 550.00| 447.00000 894.00 PIPE END SECTION, 300 mm | | | 0046 801-04308 2.000 EACH| 100.00000 200.00| 120.00000 240.00| 120.00000 240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 8.000 EACH| 70.00000 560.00| 72.00000 576.00| 72.00000 576.00 BARRICADE, IIIA | | | 0048 801-06606 4.000 EACH| 70.00000 280.00| 78.00000 312.00| 78.00000 312.00 BARRICADE, IIIB | | | 0049 801-06625 20.000 EACH| 80.00000 1600.00| 110.00000 2200.00| 108.00000 2160.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 10.000 EACH| 85.00000 850.00| 66.00000 660.00| 66.00000 660.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 2.000 EACH| 40.00000 80.00| 45.00000 90.00| 42.00000 84.00 CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 1200.00000 1200.00| 2000.00000 2000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0053 802-76055 17.000 m | 30.00000 510.00| 50.00000 850.00| 35.00000 595.00 SIGN POST, A | | | 0054 802-96915 LUMP| 425.00000 425.00| 1500.00000 1500.00| 833.00000 833.00 SIGN, RELOCATE | | | 0055 804-06770 2.000 EACH| 16.00000 32.00| 150.00000 300.00| 120.00000 240.00 DELINEATOR POST | | | 0056 808-06712 45.000 m | 1.80000 81.00| 3.50000 157.50| 3.00000 135.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 360.000 m | 1.80000 648.00| 1.20000 432.00| 1.00000 360.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1817574 |(9) 35-1045880 |HUNT PAVING COMPANY, INC. |YARDBERRY LANDSCAPE |WEITZEL CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75998 6.000 EACH| 110.00000 660.00| 160.00000 960.00| 150.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 221,093.30| $ 232,082.05| $ 242,943.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 221,093.30| $ 232,082.05| $ 242,943.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | 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 4.000 MOS | 500.00000 2000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5500.00000 5500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12250.00000 12250.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 432.000 m2 | 7.50000 3240.00| | PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 28750.00000 28750.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 203.000 m2 | 10.00000 2030.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 424.000 m3 | 18.00000 7632.00| | EXCAVATION, COMMON | | | 0009 203-02070 596.000 m3 | 22.00000 13112.00| | BORROW | | | 0010 205-02224 86.000 m | 7.20000 619.20| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 40.000 m | 13.28000 531.20| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 100.00000 200.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 207-02045 416.000 m3 | 11.00000 4576.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 1.300 m3 | 75.00000 97.50| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 457.000 Mg | 20.45000 9345.65| | COMPACTED AGGREGATE, O, 53 | | | 0016 303-94433 210.000 m3 | 80.00000 16800.00| | AGGREGATE, 12 | | | 0017 402-05468 247.300 Mg | 45.10000 11153.23| | HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05472 72.600 Mg | 45.10000 3274.26| | HMA INTERMEDIATE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 58.600 Mg | 75.00000 4395.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 90.500 Mg | 46.10000 4172.05| | HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 503.000 m2 | 3.50000 1760.50| | SEAL COAT, 2 | | | 0022 405-05518 503.000 m2 | 1.00000 503.00| | ASPHALT FOR PRIME COAT | | | 0023 406-05521 1785.000 m2 | 0.20000 357.00| | ASPHALT FOR TACK COAT | | | 0024 610-05527 5.500 Mg | 95.00000 522.50| | HMA FOR APPROACHES | | | 0025 615-06490 9.000 EACH| 145.00000 1305.00| | RIGHT OF WAY MARKER | | | 0026 616-02320 247.000 m2 | 3.00000 741.00| | GEOTEXTILES | | | 0027 616-06405 120.000 Mg | 30.00000 3600.00| | RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 695.00000 695.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-01660 940.000 m2 | 1.40000 1316.00| | MULCHED SEEDING, LEGUME, 2 | | | 0030 621-01956 29.000 kg | 15.50000 449.50| | SEED MIXTURE, LEGUME, 1 | | | 0031 621-06548 0.500 kg | 63.00000 31.50| | SEED MIXTURE, CV | | | 0032 621-06559 1363.000 m2 | 0.92000 1253.96| | MULCHED SEEDING, R | | | 0033 621-06567 1.500 kL | 1.00000 1.50| | WATER | | | 0034 621-06574 62.000 m2 | 10.00000 620.00| | SODDING | | | 0035 621-52448 4.000 EACH| 26.00000 104.00| | SIGN, DO NOT SPRAY | | | 0036 622-98200 4.000 EACH| 26.00000 104.00| | SIGN, DO NOT DISTURB | | | 0037 702-51005 8.200 m3 | 2000.00000 16400.00| | CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 9.800 m3 | 650.00000 6370.00| | CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-51030 977.000 kg | 2.50000 2442.50| | REINFORCING STEEL | | | 0040 714-26725 25.600 m | 2500.00000 64000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0041 715-05168 27.200 m | 85.00000 2312.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0042 715-35000 30.000 m | 27.00000 810.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0043 715-35005 30.000 m | 30.00000 900.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0044 715-35010 30.000 m | 38.00000 1140.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0045 715-46000 2.000 EACH| 200.00000 400.00| | PIPE END SECTION, 300 mm | | | 0046 801-04308 2.000 EACH| 90.00000 180.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06605 8.000 EACH| 62.00000 496.00| | BARRICADE, IIIA | | | 0048 801-06606 4.000 EACH| 62.00000 248.00| | BARRICADE, IIIB | | | 0049 801-06625 20.000 EACH| 74.00000 1480.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 10.000 EACH| 58.00000 580.00| | CONSTRUCTION SIGN, A | | | 0051 801-06645 2.000 EACH| 35.00000 70.00| | CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 1150.00000 1150.00| | MAINTAINING TRAFFIC | | | 0053 802-76055 17.000 m | 35.00000 595.00| | SIGN POST, A | | | 0054 802-96915 LUMP| 425.00000 425.00| | SIGN, RELOCATE | | | 0055 804-06770 2.000 EACH| 21.00000 42.00| | DELINEATOR POST | | | 0056 808-06712 45.000 m | 1.85000 83.25| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 360.000 m | 1.85000 666.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 520 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,627.73 ROUTE : US 35 CALL ORDER : 520 CONTRACT ID : M -25186-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75998 6.000 EACH| 115.00000 690.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 249,522.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,522.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 129,640.00 ROUTE : 933 CALL ORDER : 530 CONTRACT ID : M -25197-A COUNTIES : ST. JOSEPH LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE 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 35-1817574 YARDBERRY LANDSCAPE $ 50,355.00 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 52,300.00 103.8625% 3 35-2067519 NATURAL CONSTRUCTION RESOURCE, LLC $ 78,622.35 156.1361% 4 35-1489621 HRP CONSTRUCTION, INC. $ 132,500.00 263.1317% 5 35-1561256 KASER-SPRAKER CONSTRUCTION $ 139,450.00 276.9337% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1690004 |(3) 35-2067519 |YARDBERRY LANDSCAPE |NORTHERN INDIANA CONSTRUCTIO|NATURAL CONSTRUCTION RESOURC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SCOUR PROTECTION (EROSION) | | | 0001 110-01001 LUMP| 2000.00000 2000.00| 14350.00000 14350.00| 4400.00000 4400.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 616-05688 245.000 TON | 55.00000 13475.00| 58.00000 14210.00| 116.33000 28500.85 RIPRAP, CLASS 1 | | | 0003 616-06941 5.000 CYS | 1000.00000 5000.00| 350.00000 1750.00| 220.00000 1100.00 GROUT | | | 0004 702-76240 25.000 CYS | 900.00000 22500.00| 420.00000 10500.00| 1457.50000 36437.50 CONCRETE , BAGGED, HANDLAID | | | 0005 715-91361 60.000 LFT | 40.00000 2400.00| 8.50000 510.00| 4.40000 264.00 PIPE, PVC, 6 IN. | | | 0006 801-06640 22.000 EACH| 90.00000 1980.00| 90.00000 1980.00| 110.00000 2420.00 CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 3000.00000 3000.00| 9000.00000 9000.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 50,355.00| $ 52,300.00| $ 78,622.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 50,355.00| $ 52,300.00| $ 78,622.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 129,640.00 ROUTE : 933 CALL ORDER : 530 CONTRACT ID : M -25197-A COUNTIES : ST. JOSEPH LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 35-1561256 | |HRP CONSTRUCTION, INC. |KASER-SPRAKER CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SCOUR PROTECTION (EROSION) | | | 0001 110-01001 LUMP| 6500.00000 6500.00| 62000.00000 62000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 616-05688 245.000 TON | 40.00000 9800.00| 115.00000 28175.00| RIPRAP, CLASS 1 | | | 0003 616-06941 5.000 CYS | 200.00000 1000.00| 725.00000 3625.00| GROUT | | | 0004 702-76240 25.000 CYS | 500.00000 12500.00| 1080.00000 27000.00| CONCRETE , BAGGED, HANDLAID | | | 0005 715-91361 60.000 LFT | 10.00000 600.00| 21.00000 1260.00| PIPE, PVC, 6 IN. | | | 0006 801-06640 22.000 EACH| 50.00000 1100.00| 70.00000 1540.00| CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 101000.00000 101000.00| 15850.00000 15850.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 132,500.00| $ 139,450.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 132,500.00| $ 139,450.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 421 CALL ORDER : 540 CONTRACT ID : M -25361-A COUNTIES : CLINTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1526557 MIDWEST MOLE, INC. $ 23,506.73 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 32,904.80 139.9803% 3 35-1609544 SCHUTT-LOOKABILL CO $ 33,124.33 140.9142% 4 35-2067519 NATURAL CONSTRUCTION RESOURCE, LLC $ 33,600.01 142.9378% 5 35-1045880 WEITZEL CONSTRUCTION CO $ 39,190.00 166.7182% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 53,600.00 228.0198% 7 35-1817530 PIONEER ASSOCIATES, INC. $ 61,385.40 261.1396% 8 35-1489621 HRP CONSTRUCTION, INC. $ 98,410.00 418.6460% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 297,635.91 100.0000% 2 35-1045880 WEITZEL CONSTRUCTION CO $ 303,994.70 102.1364% 3 35-1385672 FORCE CONSTRUCTION $ 324,369.21 108.9818% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 327,555.68 110.0524% 5 35-1315965 FOX CONTRACTORS $ 339,485.19 114.0605% 6 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 376,524.87 126.5051% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 390,383.55 131.1614% 8 35-1817574 YARDBERRY LANDSCAPE $ 417,386.80 140.2340% ==================================================================================================================================== |(1) 35-2032723 |(2) 35-1045880 |(3) 35-1385672 |L M S ENVIRONMENTAL CONTRACT|WEITZEL CONSTRUCTION CO |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENTS | | | 0001 105-06790 6.000 MOS | 1115.00000 6690.00| 950.00000 5700.00| 924.63000 5547.78 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4935.00000 4935.00| 5000.00000 5000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 7050.00000 7050.00| 16500.00000 16500.00| 16431.90000 16431.90 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2350.00000 2350.00| 4300.00000 4300.00| 1600.33000 1600.33 CLEARING RIGHT OF WAY | | | 0005 202-02240 576.000 m2 | 8.00000 4608.00| 17.00000 9792.00| 11.84000 6819.84 PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 1760.00000 1760.00| 3600.00000 3600.00| 4133.81000 4133.81 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0007 202-51330 LUMP| 9870.00000 9870.00| 7200.00000 7200.00| 4287.33000 4287.33 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0008 202-51330 LUMP| 8420.00000 8420.00| 9000.00000 9000.00| 2563.79000 2563.79 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0009 202-60820 404.000 m2 | 7.55000 3050.20| 4.00000 1616.00| 4.91000 1983.64 SURFACE MILLING, ASPHALT | | | 0010 203-02000 283.000 m3 | 10.55000 2985.65| 4.00000 1132.00| 13.67000 3868.61 EXCAVATION, COMMON | | | 0011 205-02224 432.000 m | 6.50000 2808.00| 7.00000 3024.00| 5.55000 2397.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2032723 |(2) 35-1045880 |(3) 35-1385672 |L M S ENVIRONMENTAL CONTRACT|WEITZEL CONSTRUCTION CO |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02229 28.000 m | 13.50000 378.00| 14.00000 392.00| 11.50000 322.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 303-52308 364.000 Mg | 22.90000 8335.60| 15.00000 5460.00| 19.39000 7057.96 COMPACTED AGGREGATE, O, 53 | | | 0014 303-94433 384.000 m3 | 40.00000 15360.00| 38.00000 14592.00| 23.71000 9104.64 AGGREGATE, 12 FOR STRUCTURE BACKFILL | | | 0015 402-05468 273.400 Mg | 60.00000 16404.00| 66.00000 18044.40| 55.00000 15037.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 96.800 Mg | 70.00000 6776.00| 78.00000 7550.40| 65.00000 6292.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 108.400 Mg | 90.00000 9756.00| 96.00000 10406.40| 80.00000 8672.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 36.800 Mg | 95.00000 3496.00| 100.00000 3680.00| 85.00000 3128.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 204.000 m2 | 6.50000 1326.00| 7.00000 1428.00| 5.50000 1122.00 SEAL COAT, 2 | | | 0020 405-05518 204.000 m2 | 1.80000 367.20| 2.00000 408.00| 1.50000 306.00 ASPHALT FOR PRIME COAT | | | 0021 406-05521 2630.000 m2 | 0.06000 157.80| 0.10000 263.00| 0.05000 131.50 ASPHALT FOR TACK COAT | | | 0022 615-06490 19.000 EACH| 140.00000 2660.00| 140.00000 2660.00| 118.00000 2242.00 RIGHT OF WAY MARKER | | | 0023 616-02320 509.900 m2 | 1.75000 892.33| 3.00000 1529.70| 2.49000 1269.65 GEOTEXTILES | | | 0024 616-06405 750.700 Mg | 24.00000 18016.80| 25.00000 18767.50| 17.99000 13505.09 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 700.00000 1400.00| 725.00000 1450.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-01660 675.000 m2 | 1.40000 945.00| 2.00000 1350.00| 1.20000 810.00 MULCHED SEEDING, LEGUME, 2 | | | 0027 621-06548 1.000 kg | 105.00000 105.00| 110.00000 110.00| 89.50000 89.50 SEED MIXTURE, CV | | | 0028 621-06559 671.000 m2 | 1.40000 939.40| 2.00000 1342.00| 1.22000 818.62 MULCHED SEEDING, R | | | 0029 621-06567 0.500 kL | 6.25000 3.13| 7.00000 3.50| 5.30000 2.65 WATER | | | 0030 621-06574 29.000 m2 | 76.00000 2204.00| 78.00000 2262.00| 65.00000 1885.00 SODDING | | | 0031 621-52448 8.000 EACH| 30.00000 240.00| 24.00000 192.00| 25.00000 200.00 SIGN, DO NOT SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2032723 |(2) 35-1045880 |(3) 35-1385672 |L M S ENVIRONMENTAL CONTRACT|WEITZEL CONSTRUCTION CO |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 622-98200 8.000 EACH| 30.00000 240.00| 24.00000 192.00| 25.00000 200.00 SIGN, DO NOT DISTURB | | | 0033 703-51032 134.000 kg | 2.35000 314.90| 4.00000 536.00| 2.84000 380.56 REINFORCING STEEL, EPOXY COATED | | | 0034 704-51001 1.300 m3 | 3700.00000 4810.00| 575.00000 747.50| 762.43000 991.16 CONCRETE, A, IN SUPERSTRUCTURE | | | 0035 709-51821 LUMP| 470.00000 470.00| 1200.00000 1200.00| 500.00000 500.00 SURFACE SEAL | | | 0036 715-35000 40.000 m | 16.00000 640.00| 51.00000 2040.00| 29.58000 1183.20 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0037 715-35005 40.000 m | 23.50000 940.00| 54.00000 2160.00| 32.51000 1300.40 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0038 715-35010 40.000 m | 25.00000 1000.00| 60.00000 2400.00| 33.09000 1323.60 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0039 723-06660 58.100 m2 | 525.00000 30502.50| 295.00000 17139.50| 326.10000 18946.41 WINGWALL | | | 0040 723-06912 13.720 m | 3760.00000 51587.20| 3965.00000 54399.80| 5918.63000 81203.60 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2400 mm | | | 0041 723-06913 13.720 m | 3760.00000 51587.20| 4000.00000 54880.00| 5919.81000 81219.79 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 2700 mm | | | 0042 801-04308 2.000 EACH| 110.00000 220.00| 190.00000 380.00| 160.00000 320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06207 450.000 m | 5.00000 2250.00| 4.00000 1800.00| 3.10000 1395.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06605 12.000 EACH| 72.00000 864.00| 72.00000 864.00| 60.00000 720.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 72.00000 288.00| 85.00000 340.00| 70.00000 280.00 BARRICADE, IIIB | | | 0046 801-06625 19.000 EACH| 80.00000 1520.00| 108.00000 2052.00| 90.00000 1710.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 20.000 EACH| 70.00000 1400.00| 66.00000 1320.00| 55.00000 1100.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 42.00000 84.00| 42.00000 84.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 2940.00000 2940.00| 1700.00000 1700.00| 3684.75000 3684.75 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2032723 |(2) 35-1045880 |(3) 35-1385672 |L M S ENVIRONMENTAL CONTRACT|WEITZEL CONSTRUCTION CO |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 802-96915 LUMP| 300.00000 300.00| 300.00000 300.00| 450.00000 450.00 SIGN, RELOCATE | | | 0051 808-06712 70.000 m | 1.20000 84.00| 1.00000 70.00| 0.75000 52.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0052 808-06713 640.000 m | 1.20000 768.00| 0.50000 320.00| 0.40000 256.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 330.000 m | 1.20000 396.00| 0.50000 165.00| 0.40000 132.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06716 60.000 m | 2.35000 141.00| 2.50000 150.00| 2.00000 120.00 LINE, REMOVE | | | SECTION TOTALS | $ 297,635.91| $ 303,994.70| $ 324,369.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 297,635.91| $ 303,994.70| $ 324,369.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1315965 |(6) 35-1136349 |EDSAM CONSTRUCTION, INC. |FOX CONTRACTORS |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENTS | | | 0001 105-06790 6.000 MOS | 1210.00000 7260.00| 1200.00000 7200.00| 1420.85000 8525.10 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| 4120.00000 4120.00| 4610.37000 4610.37 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17300.00000 17300.00| 4400.00000 4400.00| 53343.45000 53343.45 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6650.00000 6650.00| 11225.00000 11225.00| 1749.74000 1749.74 CLEARING RIGHT OF WAY | | | 0005 202-02240 576.000 m2 | 15.40000 8870.40| 11.76000 6773.76| 8.40000 4838.40 PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 1650.00000 1650.00| 3900.00000 3900.00| 406.13000 406.13 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0007 202-51330 LUMP| 10800.00000 10800.00| 7900.00000 7900.00| 13777.76000 13777.76 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0008 202-51330 LUMP| 10800.00000 10800.00| 7900.00000 7900.00| 14089.75000 14089.75 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0009 202-60820 404.000 m2 | 12.10000 4888.40| 3.65000 1474.60| 5.24000 2116.96 SURFACE MILLING, ASPHALT | | | 0010 203-02000 283.000 m3 | 11.00000 3113.00| 45.00000 12735.00| 36.39000 10298.37 EXCAVATION, COMMON | | | 0011 205-02224 432.000 m | 5.83000 2518.56| 5.80000 2505.60| 6.48000 2799.36 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 28.000 m | 13.20000 369.60| 12.00000 336.00| 13.42000 375.76 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 303-52308 364.000 Mg | 18.70000 6806.80| 17.00000 6188.00| 23.05000 8390.20 COMPACTED AGGREGATE, O, 53 | | | 0014 303-94433 384.000 m3 | 24.20000 9292.80| 20.50000 7872.00| 26.69000 10248.96 AGGREGATE, 12 FOR STRUCTURE BACKFILL | | | 0015 402-05468 273.400 Mg | 60.50000 16540.70| 57.34000 15676.76| 64.19000 17549.55 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 96.800 Mg | 71.50000 6921.20| 67.76000 6559.17| 75.87000 7344.22 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 108.400 Mg | 88.00000 9539.20| 83.40000 9040.56| 93.37000 10121.31 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 36.800 Mg | 93.50000 3440.80| 88.62000 3261.22| 99.21000 3650.93 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1315965 |(6) 35-1136349 |EDSAM CONSTRUCTION, INC. |FOX CONTRACTORS |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 404-05511 204.000 m2 | 6.05000 1234.20| 5.73000 1168.92| 6.42000 1309.68 SEAL COAT, 2 | | | 0020 405-05518 204.000 m2 | 1.65000 336.60| 1.56000 318.24| 1.75000 357.00 ASPHALT FOR PRIME COAT | | | 0021 406-05521 2630.000 m2 | 0.11000 289.30| 0.05000 131.50| 0.06000 157.80 ASPHALT FOR TACK COAT | | | 0022 615-06490 19.000 EACH| 129.80000 2466.20| 225.00000 4275.00| 137.73000 2616.87 RIGHT OF WAY MARKER | | | 0023 616-02320 509.900 m2 | 2.20000 1121.78| 4.00000 2039.60| 1.47000 749.55 GEOTEXTILES | | | 0024 616-06405 750.700 Mg | 20.90000 15689.63| 19.65000 14751.26| 30.78000 23106.55 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 495.00000 990.00| 625.00000 1250.00| 700.31000 1400.62 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-01660 675.000 m2 | 1.10000 742.50| 1.25000 843.75| 1.40000 945.00 MULCHED SEEDING, LEGUME, 2 | | | 0027 621-06548 1.000 kg | 60.50000 60.50| 93.30000 93.30| 104.46000 104.46 SEED MIXTURE, CV | | | 0028 621-06559 671.000 m2 | 0.55000 369.05| 1.27000 852.17| 1.42000 952.82 MULCHED SEEDING, R | | | 0029 621-06567 0.500 kL | 27.50000 13.75| 5.53000 2.77| 6.19000 3.10 WATER | | | 0030 621-06574 29.000 m2 | 4.95000 143.55| 67.76000 1965.04| 75.87000 2200.23 SODDING | | | 0031 621-52448 8.000 EACH| 24.20000 193.60| 26.06000 208.48| 29.18000 233.44 SIGN, DO NOT SPRAY | | | 0032 622-98200 8.000 EACH| 24.20000 193.60| 26.06000 208.48| 29.18000 233.44 SIGN, DO NOT DISTURB | | | 0033 703-51032 134.000 kg | 2.75000 368.50| 8.80000 1179.20| 1.81000 242.54 REINFORCING STEEL, EPOXY COATED | | | 0034 704-51001 1.300 m3 | 2200.00000 2860.00| 3040.00000 3952.00| 1470.25000 1911.33 CONCRETE, A, IN SUPERSTRUCTURE | | | 0035 709-51821 LUMP| 1100.00000 1100.00| 1045.00000 1045.00| 1167.18000 1167.18 SURFACE SEAL | | | 0036 715-35000 40.000 m | 16.50000 660.00| 52.75000 2110.00| 62.12000 2484.80 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0037 715-35005 40.000 m | 22.00000 880.00| 55.65000 2226.00| 74.67000 2986.80 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1315965 |(6) 35-1136349 |EDSAM CONSTRUCTION, INC. |FOX CONTRACTORS |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-35010 40.000 m | 24.20000 968.00| 56.50000 2260.00| 91.08000 3643.20 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0039 723-06660 58.100 m2 | 495.00000 28759.50| 386.24000 22440.54| 509.36000 29593.82 WINGWALL | | | 0040 723-06912 13.720 m | 4323.00000 59311.56| 5251.30000 72047.84| 4174.37000 57272.36 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2400 mm | | | 0041 723-06913 13.720 m | 4400.00000 60368.00| 5281.81000 72466.43| 4136.09000 56747.15 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 2700 mm | | | 0042 801-04308 2.000 EACH| 176.00000 352.00| 166.75000 333.50| 186.75000 373.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06207 450.000 m | 3.52000 1584.00| 3.25000 1462.50| 3.62000 1629.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06605 12.000 EACH| 66.00000 792.00| 62.55000 750.60| 70.03000 840.36 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 77.00000 308.00| 73.00000 292.00| 81.70000 326.80 BARRICADE, IIIB | | | 0046 801-06625 19.000 EACH| 99.00000 1881.00| 94.00000 1786.00| 105.05000 1995.95 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 20.000 EACH| 60.50000 1210.00| 57.35000 1147.00| 64.19000 1283.80 CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 38.50000 77.00| 36.50000 73.00| 40.85000 81.70 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 3300.00000 3300.00| 4900.00000 4900.00| 4388.60000 4388.60 MAINTAINING TRAFFIC | | | 0050 802-96915 LUMP| 550.00000 550.00| 1250.00000 1250.00| 291.80000 291.80 SIGN, RELOCATE | | | 0051 808-06712 70.000 m | 0.88000 61.60| 0.78000 54.60| 0.88000 61.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0052 808-06713 640.000 m | 0.44000 281.60| 0.42000 268.80| 0.47000 300.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 330.000 m | 0.44000 145.20| 0.42000 138.60| 0.47000 155.10 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06716 60.000 m | 2.20000 132.00| 2.09000 125.40| 2.33000 139.80 LINE, REMOVE | | | SECTION TOTALS | $ 327,555.68| $ 339,485.19| $ 376,524.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 327,555.68| $ 339,485.19| $ 376,524.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1817574 | |MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENTS | | | 0001 105-06790 6.000 MOS | 2427.99000 14567.94| 1500.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4030.58000 4030.58| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18500.00000 18500.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4821.78000 4821.78| 6000.00000 6000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 576.000 m2 | 5.44000 3133.44| 10.00000 5760.00| PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 3447.44000 3447.44| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0007 202-51330 LUMP| 6460.57000 6460.57| 18000.00000 18000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0008 202-51330 LUMP| 6460.57000 6460.57| 18000.00000 18000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0009 202-60820 404.000 m2 | 6.90000 2787.60| 10.00000 4040.00| SURFACE MILLING, ASPHALT | | | 0010 203-02000 283.000 m3 | 47.80000 13527.40| 20.00000 5660.00| EXCAVATION, COMMON | | | 0011 205-02224 432.000 m | 5.36000 2315.52| 9.00000 3888.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 28.000 m | 11.95000 334.60| 10.00000 280.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 303-52308 364.000 Mg | 19.75000 7189.00| 24.00000 8736.00| COMPACTED AGGREGATE, O, 53 | | | 0014 303-94433 384.000 m3 | 84.17000 32321.28| 35.00000 13440.00| AGGREGATE, 12 FOR STRUCTURE BACKFILL | | | 0015 402-05468 273.400 Mg | 56.85000 15542.79| 55.00000 15037.00| HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 96.800 Mg | 56.85000 5503.08| 60.00000 5808.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 108.400 Mg | 61.25000 6639.50| 65.00000 7046.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 36.800 Mg | 56.50000 2079.20| 68.00000 2502.40| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1817574 | |MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 404-05511 204.000 m2 | 8.50000 1734.00| 1.00000 204.00| SEAL COAT, 2 | | | 0020 405-05518 204.000 m2 | 0.75000 153.00| 1.00000 204.00| ASPHALT FOR PRIME COAT | | | 0021 406-05521 2630.000 m2 | 0.07000 184.10| 0.50000 1315.00| ASPHALT FOR TACK COAT | | | 0022 615-06490 19.000 EACH| 105.10000 1996.90| 175.00000 3325.00| RIGHT OF WAY MARKER | | | 0023 616-02320 509.900 m2 | 4.59000 2340.44| 4.00000 2039.60| GEOTEXTILES | | | 0024 616-06405 750.700 Mg | 30.99000 23264.19| 35.00000 26274.50| RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 459.18000 918.36| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-01660 675.000 m2 | 0.97000 654.75| 1.50000 1012.50| MULCHED SEEDING, LEGUME, 2 | | | 0027 621-06548 1.000 kg | 56.12000 56.12| 350.00000 350.00| SEED MIXTURE, CV | | | 0028 621-06559 671.000 m2 | 0.43000 288.53| 1.50000 1006.50| MULCHED SEEDING, R | | | 0029 621-06567 0.500 kL | 25.52000 12.76| 100.00000 50.00| WATER | | | 0030 621-06574 29.000 m2 | 4.34000 125.86| 30.00000 870.00| SODDING | | | 0031 621-52448 8.000 EACH| 22.45000 179.60| 45.00000 360.00| SIGN, DO NOT SPRAY | | | 0032 622-98200 8.000 EACH| 22.45000 179.60| 45.00000 360.00| SIGN, DO NOT DISTURB | | | 0033 703-51032 134.000 kg | 1.24000 166.16| 3.00000 402.00| REINFORCING STEEL, EPOXY COATED | | | 0034 704-51001 1.300 m3 | 3943.09000 5126.02| 3000.00000 3900.00| CONCRETE, A, IN SUPERSTRUCTURE | | | 0035 709-51821 LUMP| 1020.40000 1020.40| 4000.00000 4000.00| SURFACE SEAL | | | 0036 715-35000 40.000 m | 70.62000 2824.80| 15.00000 600.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0037 715-35005 40.000 m | 74.66000 2986.40| 15.00000 600.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 550 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,746.11 ROUTE : 227 CALL ORDER : 550 CONTRACT ID : M -25366-A COUNTIES : UNION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1817574 | |MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-35010 40.000 m | 76.35000 3054.00| 15.00000 600.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 250 mm | | | 0039 723-06660 58.100 m2 | 589.82000 34268.54| 350.00000 20335.00| WINGWALL | | | 0040 723-06912 13.720 m | 5024.15000 68931.34| 6225.00000 85407.00| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2400 mm | | | 0041 723-06913 13.720 m | 5059.27000 69413.18| 6690.00000 91786.80| STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 2700 mm | | | 0042 801-04308 2.000 EACH| 163.27000 326.54| 185.00000 370.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06207 450.000 m | 2.64000 1188.00| 4.00000 1800.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06605 12.000 EACH| 61.22000 734.64| 70.00000 840.00| BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 71.43000 285.72| 80.00000 320.00| BARRICADE, IIIB | | | 0046 801-06625 19.000 EACH| 91.84000 1744.96| 110.00000 2090.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 20.000 EACH| 56.12000 1122.40| 65.00000 1300.00| CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH| 35.72000 71.44| 45.00000 90.00| CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 14539.41000 14539.41| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0050 802-96915 LUMP| 255.10000 255.10| 1500.00000 1500.00| SIGN, RELOCATE | | | 0051 808-06712 70.000 m | 0.77000 53.90| 1.00000 70.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0052 808-06713 640.000 m | 0.41000 262.40| 0.75000 480.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 330.000 m | 0.41000 135.30| 0.75000 247.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06716 60.000 m | 2.04000 122.40| 3.00000 180.00| LINE, REMOVE | | | SECTION TOTALS | $ 390,383.55| $ 417,386.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 390,383.55| $ 417,386.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1912582 EDSAM CONSTRUCTION, INC. $ 211,693.25 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 227,922.30 107.6663% 3 35-1385672 FORCE CONSTRUCTION $ 240,348.09 113.5360% 4 35-1315965 FOX CONTRACTORS $ 243,645.21 115.0935% 5 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 248,898.04 117.5748% 6 35-2064912 B & P CONSTRUCTION CONDITIONAL BID $ 260,145.85 122.8881% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 266,801.56 126.0321% 8 35-1817574 YARDBERRY LANDSCAPE $ 276,036.26 130.3944% 9 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 347,206.64 164.0140% ==================================================================================================================================== |(1) 35-1912582 |(2) 35-0999231 |(3) 35-1385672 |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |FORCE CONSTRUCTION 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 | 1430.00000 4290.00| 1240.00000 3720.00| 1120.22000 3360.66 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5850.00000 5850.00| 6090.00000 6090.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17875.00000 17875.00| 10625.00000 10625.00| 10965.77000 10965.77 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4400.00000 4400.00| 4220.00000 4220.00| 6884.65000 6884.65 CLEARING RIGHT OF WAY | | | 0005 202-02240 69.000 m2 | 22.00000 1518.00| 23.60000 1628.40| 13.44000 927.36 PAVEMENT, REMOVE | | | 0006 202-02286 1.000 EACH| 13800.00000 13800.00| 5295.00000 5295.00| 6947.91000 6947.91 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 750.000 m2 | 5.50000 4125.00| 2.65000 1987.50| 3.00000 2250.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 174.000 m3 | 13.20000 2296.80| 21.00000 3654.00| 28.84000 5018.16 EXCAVATION, COMMON | | | 0009 203-02045 74.000 m3 | 9.90000 732.60| 53.00000 3922.00| 11.92000 882.08 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 192.000 m3 | 13.20000 2534.40| 23.30000 4473.60| 30.36000 5829.12 BORROW | | | 0011 205-02224 80.000 m | 5.94000 475.20| 7.20000 576.00| 6.85000 548.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-0999231 |(3) 35-1385672 |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02229 20.000 m | 13.20000 264.00| 13.30000 266.00| 12.65000 253.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02236 1.000 EACH| 68.20000 68.20| 105.00000 105.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02050 100.000 m3 | 22.00000 2200.00| 25.40000 2540.00| 20.59000 2059.00 B BORROW | | | 0015 211-02060 109.000 m3 | 22.00000 2398.00| 25.40000 2768.60| 19.33000 2106.97 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 65.000 m3 | 71.50000 4647.50| 168.00000 10920.00| 75.05000 4878.25 FLOWABLE MORTAR | | | 0017 303-52308 327.000 Mg | 18.70000 6114.90| 27.15000 8878.05| 16.33000 5339.91 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 50.800 Mg | 61.60000 3129.28| 58.00000 2946.40| 70.00000 3556.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05473 22.800 Mg | 59.40000 1354.32| 56.00000 1276.80| 95.00000 2166.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0020 402-05477 101.000 Mg | 70.40000 7110.40| 65.00000 6565.00| 95.00000 9595.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 94.500 Mg | 67.10000 6340.95| 63.50000 6000.75| 70.00000 6615.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05495 42.000 Mg | 63.80000 2679.60| 70.00000 2940.00| 95.00000 3990.00 HMA WEDGE AND LEVEL | | | 0023 405-05518 695.000 m2 | 1.32000 917.40| 0.50000 347.50| 1.00000 695.00 ASPHALT FOR PRIME COAT | | | 0024 406-05521 1641.000 m2 | 0.11000 180.51| 0.10000 164.10| 0.25000 410.25 ASPHALT FOR TACK COAT | | | 0025 610-05527 30.000 Mg | 115.50000 3465.00| 110.00000 3300.00| 95.00000 2850.00 HMA FOR APPROACHES | | | 0026 611-06497 1.000 EACH| 165.00000 165.00| 110.00000 110.00| 105.00000 105.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 611-06498 2.000 EACH| 176.00000 352.00| 120.00000 240.00| 120.00000 240.00 MAILBOX ASSEMBLY, DOUBLE | | | 0028 615-06490 9.000 EACH| 126.50000 1138.50| 120.00000 1080.00| 115.00000 1035.00 RIGHT OF WAY MARKER | | | 0029 615-06505 2.000 EACH| 907.50000 1815.00| 850.00000 1700.00| 825.00000 1650.00 MONUMENT, B | | | 0030 616-02320 214.000 m2 | 2.20000 470.80| 3.25000 695.50| 2.81000 601.34 GEOTEXTILES | | | 0031 616-05688 137.000 Mg | 20.90000 2863.30| 64.00000 8768.00| 26.38000 3614.06 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-0999231 |(3) 35-1385672 |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-01004 2.000 EACH| 495.00000 990.00| 660.00000 1320.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06548 5.000 kg | 59.40000 297.00| 58.00000 290.00| 56.00000 280.00 SEED MIXTURE, CV | | | 0034 621-06559 434.000 m2 | 0.55000 238.70| 2.00000 868.00| 1.90000 824.60 MULCHED SEEDING, R | | | 0035 621-06567 18.000 kL | 22.00000 396.00| 1.00000 18.00| 1.00000 18.00 WATER | | | 0036 621-06574 192.000 m2 | 4.40000 844.80| 4.15000 796.80| 3.95000 758.40 SODDING | | | 0037 621-06575 792.000 m2 | 4.40000 3484.80| 4.15000 3286.80| 3.95000 3128.40 SODDING, NURSERY | | | 0038 622-52436 4.000 EACH| 24.20000 96.80| 30.00000 120.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 40.000 EACH| 12.10000 484.00| 14.00000 560.00| 13.50000 540.00 SEEDLING | | | 0040 702-51015 14.110 m3 | 440.00000 6208.40| 475.00000 6702.25| 517.67000 7304.32 CONCRETE, B, FOOTINGS | | | 0041 702-90915 12.370 m3 | 440.00000 5442.80| 525.00000 6494.25| 657.49000 8133.15 CONCRETE, A | | | 0042 703-51030 1094.000 kg | 2.20000 2406.80| 2.15000 2352.10| 1.56000 1706.64 REINFORCING STEEL | | | 0043 709-51821 LUMP| 1100.00000 1100.00| 1050.00000 1050.00| 1000.00000 1000.00 SURFACE SEAL | | | 0044 714-06681 19.860 m | 3410.00000 67722.60| 4150.00000 82419.00| 5130.86000 101898.88 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1800 mm | | | 0045 715-05151 33.000 m | 71.50000 2359.50| 58.00000 1914.00| 82.90000 2735.70 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 715-05443 5.000 m | 110.00000 550.00| 118.00000 590.00| 130.68000 653.40 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm PLASTIC | | | 0047 720-44000 1.000 EACH| 275.00000 275.00| 464.00000 464.00| 182.15000 182.15 CASTING, ADJUST TO GRADE | | | 0048 720-45035 1.000 EACH| 1320.00000 1320.00| 1290.00000 1290.00| 1693.55000 1693.55 INLET, F7 | | | 0049 801-04308 6.000 EACH| 93.50000 561.00| 90.00000 540.00| 85.00000 510.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06606 14.000 EACH| 66.00000 924.00| 63.00000 882.00| 60.00000 840.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-0999231 |(3) 35-1385672 |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 801-06625 29.000 EACH| 71.50000 2073.50| 68.00000 1972.00| 65.00000 1885.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 10.000 EACH| 60.50000 605.00| 58.00000 580.00| 55.00000 550.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 6300.00000 6300.00| 4300.00000 4300.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | 0054 802-02489 13.800 m | 44.00000 607.20| 40.00000 552.00| 40.00000 552.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0055 808-06712 33.000 m | 1.43000 47.19| 1.30000 42.90| 1.27000 41.91 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0056 808-06713 260.000 m | 1.43000 371.80| 1.30000 338.00| 1.27000 330.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 290.000 m | 1.43000 414.70| 1.30000 377.00| 1.27000 368.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 211,693.25| $ 227,922.30| $ 240,348.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 211,693.25| $ 227,922.30| $ 240,348.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1136349 |(6) 35-2064912 |FOX CONTRACTORS |TSCHUOR, GALE COMPANY, INC. |B & P CONSTRUCTION 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 | 1215.00000 3645.00| 1709.53000 5128.59| 1200.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5255.00000 5255.00| 3501.54000 3501.54| 7850.00000 7850.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10200.00000 10200.00| 33561.13000 33561.13| 17200.00000 17200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14330.00000 14330.00| 1651.05000 1651.05| 18455.00000 18455.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 69.000 m2 | 31.12000 2147.28| 46.78000 3227.82| 20.00000 1380.00 PAVEMENT, REMOVE | | | 0006 202-02286 1.000 EACH| 10135.00000 10135.00| 11929.62000 11929.62| 13550.00000 13550.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 750.000 m2 | 4.51000 3382.50| 2.91000 2182.50| 2.05000 1537.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 174.000 m3 | 30.78000 5355.72| 28.84000 5018.16| 25.00000 4350.00 EXCAVATION, COMMON | | | 0009 203-02045 74.000 m3 | 16.79000 1242.46| 25.34000 1875.16| 30.00000 2220.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 192.000 m3 | 30.07000 5773.44| 40.09000 7697.28| 11.00000 2112.00 BORROW | | | 0011 205-02224 80.000 m | 7.27000 581.60| 8.00000 640.00| 7.20000 576.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 20.000 m | 16.41000 328.20| 14.76000 295.20| 13.28000 265.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02236 1.000 EACH| 95.00000 95.00| 116.72000 116.72| 105.00000 105.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02050 100.000 m3 | 17.08000 1708.00| 76.70000 7670.00| 25.00000 2500.00 B BORROW | | | 0015 211-02060 109.000 m3 | 21.50000 2343.50| 74.39000 8108.51| 26.00000 2834.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 65.000 m3 | 55.90000 3633.50| 84.24000 5475.60| 79.00000 5135.00 FLOWABLE MORTAR | | | 0017 303-52308 327.000 Mg | 21.37000 6987.99| 24.22000 7919.94| 21.00000 6867.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 50.800 Mg | 56.75000 2882.90| 64.31000 3266.95| 57.86000 2939.29 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1136349 |(6) 35-2064912 |FOX CONTRACTORS |TSCHUOR, GALE COMPANY, INC. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05473 22.800 Mg | 54.69000 1246.93| 61.98000 1413.14| 55.76000 1271.33 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0020 402-05477 101.000 Mg | 63.96000 6459.96| 72.48000 7320.48| 65.21000 6586.21 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 94.500 Mg | 62.32000 5889.24| 70.61000 6672.64| 63.53000 6003.59 HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05495 42.000 Mg | 57.68000 2422.56| 65.36000 2745.12| 58.80000 2469.60 HMA WEDGE AND LEVEL | | | 0023 405-05518 695.000 m2 | 1.13000 785.35| 1.28000 889.60| 1.16000 806.20 ASPHALT FOR PRIME COAT | | | 0024 406-05521 1641.000 m2 | 0.06000 98.46| 0.07000 114.87| 0.07000 114.87 ASPHALT FOR TACK COAT | | | 0025 610-05527 30.000 Mg | 105.06000 3151.80| 119.05000 3571.50| 107.10000 3213.00 HMA FOR APPROACHES | | | 0026 611-06497 1.000 EACH| 128.00000 128.00| 122.55000 122.55| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 611-06498 2.000 EACH| 145.00000 290.00| 140.06000 280.12| 200.00000 400.00 MAILBOX ASSEMBLY, DOUBLE | | | 0028 615-06490 9.000 EACH| 232.00000 2088.00| 134.23000 1208.07| 120.00000 1080.00 RIGHT OF WAY MARKER | | | 0029 615-06505 2.000 EACH| 567.00000 1134.00| 962.92000 1925.84| 500.00000 1000.00 MONUMENT, B | | | 0030 616-02320 214.000 m2 | 3.51000 751.14| 1.79000 383.06| 4.00000 856.00 GEOTEXTILES | | | 0031 616-05688 137.000 Mg | 26.52000 3633.24| 27.32000 3742.84| 27.00000 3699.00 RIPRAP, CLASS 1 | | | 0032 621-01004 2.000 EACH| 680.00000 1360.00| 770.34000 1540.68| 693.00000 1386.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06548 5.000 kg | 57.68000 288.40| 65.36000 326.80| 58.80000 294.00 SEED MIXTURE, CV | | | 0034 621-06559 434.000 m2 | 1.96000 850.64| 2.22000 963.48| 2.00000 868.00 MULCHED SEEDING, R | | | 0035 621-06567 18.000 kL | 1.03000 18.54| 1.17000 21.06| 1.05000 18.90 WATER | | | 0036 621-06574 192.000 m2 | 4.07000 781.44| 4.61000 885.12| 4.15000 796.80 SODDING | | | 0037 621-06575 792.000 m2 | 4.07000 3223.44| 4.61000 3651.12| 4.15000 3286.80 SODDING, NURSERY | | | 0038 622-52436 4.000 EACH| 30.90000 123.60| 35.02000 140.08| 31.50000 126.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1136349 |(6) 35-2064912 |FOX CONTRACTORS |TSCHUOR, GALE COMPANY, INC. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 622-91786 40.000 EACH| 13.91000 556.40| 15.76000 630.40| 14.18000 567.20 SEEDLING | | | 0040 702-51015 14.110 m3 | 439.63000 6203.18| 318.38000 4492.34| 914.25000 12900.07 CONCRETE, B, FOOTINGS | | | 0041 702-90915 12.370 m3 | 758.70000 9385.12| 268.25000 3318.25| 640.25000 7919.89 CONCRETE, A | | | 0042 703-51030 1094.000 kg | 1.59000 1739.46| 1.81000 1980.14| 1.50000 1641.00 REINFORCING STEEL | | | 0043 709-51821 LUMP| 1030.00000 1030.00| 1167.18000 1167.18| 3500.00000 3500.00 SURFACE SEAL | | | 0044 714-06681 19.860 m | 4850.80000 96336.89| 3689.75000 73278.43| 3894.00000 77334.84 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1800 mm | | | 0045 715-05151 33.000 m | 86.81000 2864.73| 138.00000 4554.00| 35.00000 1155.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 715-05443 5.000 m | 154.14000 770.70| 12.89000 64.45| 35.00000 175.00 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm PLASTIC | | | 0047 720-44000 1.000 EACH| 242.00000 242.00| 158.74000 158.74| 1200.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0048 720-45035 1.000 EACH| 1206.00000 1206.00| 1750.77000 1750.77| 1700.00000 1700.00 INLET, F7 | | | 0049 801-04308 6.000 EACH| 169.95000 1019.70| 99.21000 595.26| 210.00000 1260.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06606 14.000 EACH| 79.83000 1117.62| 70.03000 980.42| 87.15000 1220.10 BARRICADE, IIIB | | | 0051 801-06625 29.000 EACH| 92.70000 2688.30| 75.87000 2200.23| 76.65000 2222.85 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 10.000 EACH| 66.95000 669.50| 64.19000 641.90| 68.25000 682.50 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 1559.00000 1559.00| 4388.60000 4388.60| 17000.00000 17000.00 MAINTAINING TRAFFIC | | | 0054 802-02489 13.800 m | 87.05000 1201.29| 46.69000 644.32| 70.00000 966.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0055 808-06712 33.000 m | 1.03000 33.99| 1.49000 49.17| 1.37000 45.21 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0056 808-06713 260.000 m | 0.49000 127.40| 1.49000 387.40| 1.37000 356.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 290.000 m | 0.49000 142.10| 1.49000 432.10| 1.37000 397.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1136349 |(6) 35-2064912 |FOX CONTRACTORS |TSCHUOR, GALE COMPANY, INC. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 243,645.21| $ 248,898.04| $ 260,145.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 243,645.21| $ 248,898.04| $ 260,145.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1817574 |(9) 35-2070195 |MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI 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 | 2604.82000 7814.46| 1500.00000 4500.00| 1400.00000 4200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5368.26000 5368.26| 4000.00000 4000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12100.00000 12100.00| 12000.00000 12000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3466.81000 3466.81| 3500.00000 3500.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 69.000 m2 | 22.83000 1575.27| 20.00000 1380.00| 18.00000 1242.00 PAVEMENT, REMOVE | | | 0006 202-02286 1.000 EACH| 8764.19000 8764.19| 15000.00000 15000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 750.000 m2 | 6.92000 5190.00| 10.00000 7500.00| 4.25000 3187.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 174.000 m3 | 74.51000 12964.74| 28.00000 4872.00| 25.00000 4350.00 EXCAVATION, COMMON | | | 0009 203-02045 74.000 m3 | 41.07000 3039.18| 25.00000 1850.00| 27.50000 2035.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-02070 192.000 m3 | 22.82000 4381.44| 35.00000 6720.00| 25.00000 4800.00 BORROW | | | 0011 205-02224 80.000 m | 5.53000 442.40| 9.00000 720.00| 7.35000 588.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 20.000 m | 12.33000 246.60| 20.00000 400.00| 14.35000 287.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02236 1.000 EACH| 65.26000 65.26| 150.00000 150.00| 190.00000 190.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02050 100.000 m3 | 41.31000 4131.00| 38.00000 3800.00| 27.50000 2750.00 B BORROW | | | 0015 211-02060 109.000 m3 | 76.32000 8318.88| 35.00000 3815.00| 22.50000 2452.50 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 65.000 m3 | 198.17000 12881.05| 125.00000 8125.00| 100.25000 6516.25 FLOWABLE MORTAR | | | 0017 303-52308 327.000 Mg | 20.75000 6785.25| 26.00000 8502.00| 23.50000 7684.50 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 50.800 Mg | 55.10000 2799.08| 65.00000 3302.00| 75.00000 3810.00 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1817574 |(9) 35-2070195 |MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05473 22.800 Mg | 53.10000 1210.68| 65.00000 1482.00| 75.00000 1710.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0020 402-05477 101.000 Mg | 62.10000 6272.10| 68.00000 6868.00| 95.00000 9595.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 94.500 Mg | 60.50000 5717.25| 80.00000 7560.00| 105.00000 9922.50 HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05495 42.000 Mg | 56.00000 2352.00| 90.00000 3780.00| 95.00000 3990.00 HMA WEDGE AND LEVEL | | | 0023 405-05518 695.000 m2 | 1.10000 764.50| 0.70000 486.50| 1.30000 903.50 ASPHALT FOR PRIME COAT | | | 0024 406-05521 1641.000 m2 | 0.06000 98.46| 0.10000 164.10| 0.80000 1312.80 ASPHALT FOR TACK COAT | | | 0025 610-05527 30.000 Mg | 102.00000 3060.00| 95.00000 2850.00| 75.00000 2250.00 HMA FOR APPROACHES | | | 0026 611-06497 1.000 EACH| 210.52000 210.52| 150.00000 150.00| 220.00000 220.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 611-06498 2.000 EACH| 263.15000 526.30| 250.00000 500.00| 300.00000 600.00 MAILBOX ASSEMBLY, DOUBLE | | | 0028 615-06490 9.000 EACH| 236.84000 2131.56| 180.00000 1620.00| 250.00000 2250.00 RIGHT OF WAY MARKER | | | 0029 615-06505 2.000 EACH| 578.93000 1157.86| 185.00000 370.00| 600.00000 1200.00 MONUMENT, B | | | 0030 616-02320 214.000 m2 | 5.19000 1110.66| 4.00000 856.00| 3.81000 815.34 GEOTEXTILES | | | 0031 616-05688 137.000 Mg | 30.75000 4212.75| 35.00000 4795.00| 42.00000 5754.00 RIPRAP, CLASS 1 | | | 0032 621-01004 2.000 EACH| 473.67000 947.34| 700.00000 1400.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06548 5.000 kg | 56.58000 282.90| 150.00000 750.00| 70.00000 350.00 SEED MIXTURE, CV | | | 0034 621-06559 434.000 m2 | 0.44000 190.96| 2.00000 868.00| 1.04000 451.36 MULCHED SEEDING, R | | | 0035 621-06567 18.000 kL | 21.05000 378.90| 20.00000 360.00| 1.60000 28.80 WATER | | | 0036 621-06574 192.000 m2 | 4.07000 781.44| 10.00000 1920.00| 5.40000 1036.80 SODDING | | | 0037 621-06575 792.000 m2 | 4.26000 3373.92| 8.00000 6336.00| 5.40000 4276.80 SODDING, NURSERY | | | 0038 622-52436 4.000 EACH| 23.16000 92.64| 45.00000 180.00| 40.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1817574 |(9) 35-2070195 |MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 622-91786 40.000 EACH| 11.58000 463.20| 40.00000 1600.00| 25.00000 1000.00 SEEDLING | | | 0040 702-51015 14.110 m3 | 488.90000 6898.38| 500.00000 7055.00| 397.50000 5608.73 CONCRETE, B, FOOTINGS | | | 0041 702-90915 12.370 m3 | 1460.18000 18062.43| 700.00000 8659.00| 547.50000 6772.58 CONCRETE, A | | | 0042 703-51030 1094.000 kg | 1.45000 1586.30| 2.00000 2188.00| 1.85000 2023.90 REINFORCING STEEL | | | 0043 709-51821 LUMP| 1052.60000 1052.60| 2000.00000 2000.00| 3500.00000 3500.00 SURFACE SEAL | | | 0044 714-06681 19.860 m | 4134.71000 82115.34| 5289.23000 105044.11| 6377.30000 126653.18 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 1800 mm | | | 0045 715-05151 33.000 m | 98.45000 3248.85| 110.00000 3630.00| 95.40000 3148.20 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 715-05443 5.000 m | 229.04000 1145.20| 50.00000 250.00| 236.00000 1180.00 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm PLASTIC | | | 0047 720-44000 1.000 EACH| 283.52000 283.52| 550.00000 550.00| 300.00000 300.00 CASTING, ADJUST TO GRADE | | | 0048 720-45035 1.000 EACH| 1098.06000 1098.06| 1850.00000 1850.00| 1520.00000 1520.00 INLET, F7 | | | 0049 801-04308 6.000 EACH| 89.47000 536.82| 189.75000 1138.50| 175.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06606 14.000 EACH| 63.16000 884.24| 90.00000 1260.00| 80.00000 1120.00 BARRICADE, IIIB | | | 0051 801-06625 29.000 EACH| 68.42000 1984.18| 110.00000 3190.00| 98.00000 2842.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 10.000 EACH| 57.89000 578.90| 75.00000 750.00| 75.00000 750.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 10294.73000 10294.73| 2500.00000 2500.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0054 802-02489 13.800 m | 42.10000 580.98| 35.00000 483.00| 42.00000 579.60 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0055 808-06712 33.000 m | 1.34000 44.22| 1.35000 44.55| 1.10000 36.30 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0056 808-06713 260.000 m | 1.34000 348.40| 0.75000 195.00| 0.55000 143.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 290.000 m | 1.34000 388.60| 0.75000 217.50| 0.55000 159.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 560 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 283,741.28 ROUTE : 227 CALL ORDER : 560 CONTRACT ID : M -25370-A COUNTIES : WAYNE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1817574 |(9) 35-2070195 |MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 266,801.56| $ 276,036.26| $ 347,206.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 266,801.56| $ 276,036.26| $ 347,206.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,681.38 ROUTE : VARIOUS CALL ORDER : 570 CONTRACT ID : M -25371-A COUNTIES : HENRY RUSH LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT TIPTON OTHERS 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 34-0176110 DAVEY TREE EXPERT $ 47,150.00 100.0000% 2 35-1991044 JOHNSON COMPANY, INC. $ 68,810.25 145.9390% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 83,895.00 177.9321% 4 35-1038926 TOWNSEND TREE SERVICE CO $ 89,518.00 189.8579% 5 37-1183992 STREET'S TREE TRIMMING & REMOVAL $ 120,490.00 255.5461% 6 35-1315965 FOX CONTRACTORS $ 151,620.00 321.5694% ==================================================================================================================================== |(1) 34-0176110 |(2) 35-1991044 |(3) 35-2070195 |DAVEY TREE EXPERT |JOHNSON COMPANY, INC. |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, TREE REMOVAL | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 6705.25000 6705.25| 5300.00000 5300.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02245 5.000 EACH| 50.00000 250.00| 200.00000 1000.00| 220.00000 1100.00 TREE, 150 mm, REMOVE | | | 0003 202-02250 5.000 EACH| 100.00000 500.00| 305.00000 1525.00| 325.00000 1625.00 TREE, 250 mm, REMOVE | | | 0004 202-02255 23.000 EACH| 275.00000 6325.00| 400.00000 9200.00| 580.00000 13340.00 TREE, 460 mm, REMOVE | | | 0005 202-02260 24.000 EACH| 500.00000 12000.00| 520.00000 12480.00| 750.00000 18000.00 TREE, 760 mm, REMOVE | | | 0006 202-02265 25.000 EACH| 700.00000 17500.00| 800.00000 20000.00| 1050.00000 26250.00 TREE, 1220 mm, REMOVE | | | 0007 202-02270 1.000 EACH| 1000.00000 1000.00| 900.00000 900.00| 600.00000 600.00 TREE, 1520 mm, REMOVE | | | 0008 202-91922 85.000 EACH| 75.00000 6375.00| 100.00000 8500.00| 100.00000 8500.00 STUMP, REMOVE | | | 0009 801-06640 4.000 EACH| 50.00000 200.00| 100.00000 400.00| 95.00000 380.00 CONSTRUCTION SIGN, A | | | 0010 801-06710 40.000 DAY | 25.00000 1000.00| 27.50000 1100.00| 45.00000 1800.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 1000.00000 1000.00| 7000.00000 7000.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 47,150.00| $ 68,810.25| $ 83,895.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 47,150.00| $ 68,810.25| $ 83,895.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,681.38 ROUTE : VARIOUS CALL ORDER : 570 CONTRACT ID : M -25371-A COUNTIES : HENRY RUSH LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT TIPTON OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1038926 |(5) 37-1183992 |(6) 35-1315965 |TOWNSEND TREE SERVICE CO |STREET'S TREE TRIMMING & REM|FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, TREE REMOVAL | | | 0001 110-01001 LUMP| 500.00000 500.00| 10000.00000 10000.00| 10500.00000 10500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02245 5.000 EACH| 294.00000 1470.00| 250.00000 1250.00| 675.00000 3375.00 TREE, 150 mm, REMOVE | | | 0003 202-02250 5.000 EACH| 441.00000 2205.00| 350.00000 1750.00| 675.00000 3375.00 TREE, 250 mm, REMOVE | | | 0004 202-02255 23.000 EACH| 588.00000 13524.00| 500.00000 11500.00| 850.00000 19550.00 TREE, 460 mm, REMOVE | | | 0005 202-02260 24.000 EACH| 882.00000 21168.00| 950.00000 22800.00| 1025.00000 24600.00 TREE, 760 mm, REMOVE | | | 0006 202-02265 25.000 EACH| 1029.00000 25725.00| 1400.00000 35000.00| 2100.00000 52500.00 TREE, 1220 mm, REMOVE | | | 0007 202-02270 1.000 EACH| 1176.00000 1176.00| 3600.00000 3600.00| 3450.00000 3450.00 TREE, 1520 mm, REMOVE | | | 0008 202-91922 85.000 EACH| 150.00000 12750.00| 190.00000 16150.00| 100.00000 8500.00 STUMP, REMOVE | | | 0009 801-06640 4.000 EACH| 1000.00000 4000.00| 110.00000 440.00| 250.00000 1000.00 CONSTRUCTION SIGN, A | | | 0010 801-06710 40.000 DAY | 25.00000 1000.00| 75.00000 3000.00| 23.00000 920.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| 23850.00000 23850.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 89,518.00| $ 120,490.00| $ 151,620.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 89,518.00| $ 120,490.00| $ 151,620.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-64 CALL ORDER : 580 CONTRACT ID : M -25373-A COUNTIES : VARIOUS LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1606893 OLCO, INC. $ 139,000.00 100.0000% 2 35-2045735 J & M CONTRACTING, INC. $ 140,000.00 100.7194% 3 35-1991044 JOHNSON COMPANY, INC. CONDITIONAL BID $ 194,832.50 140.1672% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,000.00 ROUTE : I-164,US 41,SR 62&66 CALL ORDER : 590 CONTRACT ID : M -25374-A COUNTIES : VANDERBURGH POSEY LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2045735 J & M CONTRACTING, INC. $ 198,900.00 100.0000% 2 35-1606893 OLCO, INC. $ 242,000.00 121.6691% 3 35-1991044 JOHNSON COMPANY, INC. $ 269,311.90 135.4006% ==================================================================================================================================== |(1) 35-2045735 |(2) 35-1606893 |(3) 35-1991044 |J & M CONTRACTING, INC. |OLCO, INC. |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 68900.00000 68900.00| 40000.00000 40000.00| 27209.70000 27209.70 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 50000.00000 50000.00| 50000.00000 50000.00| 36810.00000 36810.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 13000.00000 13000.00| 25000.00000 25000.00| 36810.00000 36810.00 MOWING, CYCLE NO. 3 | | | 0004 623-04887 1.000 CYCL| 18000.00000 18000.00| 30000.00000 30000.00| 27209.70000 27209.70 MOWING, CYCLE NO. 4 | | | 0005 623-05953 4.000 EACH| 1000.00000 4000.00| 13000.00000 52000.00| 10000.00000 40000.00 LEVEE MOWING | | | 0006 623-06922 15.000 CYCL| 3000.00000 45000.00| 3000.00000 45000.00| 6751.50000 101272.50 MOWING , FULL WIDTH, URBAN | | | SECTION TOTALS | $ 198,900.00| $ 242,000.00| $ 269,311.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,900.00| $ 242,000.00| $ 269,311.90 ====================================================================================================================================