INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,003,171.44 ROUTE : 33 CALL ORDER : 251 CONTRACT ID : RS-25015-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/03/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 864,248.14 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 882,122.47 102.0681% 3 35-0997978 PHEND & BROWN, INC. $ 916,151.69 106.0056% 4 35-1139301 E & B PAVING, INC. $ 1,154,419.36 133.5749% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0997978 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1260.00000 5040.00| 1350.00000 5400.00| 1660.00000 6640.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 43000.00000 43000.00| 41000.00000 41000.00| 45500.00000 45500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 137139.000 m2 | 0.29000 39770.31| 0.33000 45255.87| 0.57000 78169.23 SURFACE MILLING, ASPHALT | | | 0004 303-04095 4000.000 Mg | 8.82000 35280.00| 11.50000 46000.00| 12.00000 48000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 100.000 Mg | 96.91000 9691.00| 110.00000 11000.00| 80.00000 8000.00 HMA FOR PATCHING | | | 0006 305-05206 680.000 Mg | 32.88000 22358.40| 39.00000 26520.00| 45.50000 30940.00 WIDENING WITH HMA | | | 0007 401-05456 13095.000 Mg | 35.74000 468015.30| 36.00000 471420.00| 37.00000 484515.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 40.000 Mg | 158.33000 6333.20| 250.00000 10000.00| 170.00000 6800.00 ASPHALT FOR TACK COAT | | | 0009 608-04396 10.000 EACH| 56.75000 567.50| 300.00000 3000.00| 80.00000 800.00 SHOULDER DRAIN | | | 0010 610-05527 1264.000 Mg | 54.97000 69482.08| 65.00000 82160.00| 64.50000 81528.00 HMA FOR APPROACHES | | | 0011 612-04315 40.000 Mg | 610.00000 24400.00| 660.00000 26400.00| 610.00000 24400.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0012 612-60410 736.000 EACH| 5.75000 4232.00| 6.25000 4600.00| 5.75000 4232.00 DRILLED HOLE FOR UNDERSEAL | | | 0013 615-06520 9.000 EACH| 240.00000 2160.00| 200.00000 1800.00| 200.00000 1800.00 MONUMENT, RE-ESTABLISH | | | 0014 801-06203 40166.000 m | 0.01000 401.66| 0.30000 12049.80| 0.27000 10844.82 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,003,171.44 ROUTE : 33 CALL ORDER : 251 CONTRACT ID : RS-25015-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0997978 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 1510.000 m | 2.53000 3820.30| 2.00000 3020.00| 3.20000 4832.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0016 801-06640 52.000 EACH| 85.00000 4420.00| 85.00000 4420.00| 57.00000 2964.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 60975.00000 60975.00| 19500.00000 19500.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0018 804-06771 5.000 EACH| 22.00000 110.00| 24.00000 120.00| 18.00000 90.00 DELINEATOR POST, FLEXIBLE | | | 0019 805-02327 4.000 EACH| 100.00000 400.00| 105.00000 420.00| 100.00000 400.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0020 808-06703 30781.000 m | 0.76000 23393.56| 0.80000 24624.80| 0.76000 23393.56 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0021 808-75240 732.000 m | 0.76000 556.32| 0.80000 585.60| 0.76000 556.32 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0022 808-75245 19351.000 m | 0.76000 14706.76| 0.80000 15480.80| 0.76000 14706.76 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0023 808-75274 264.000 m | 4.50000 1188.00| 4.65000 1227.60| 4.50000 1188.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0024 808-75290 30.000 m | 9.00000 270.00| 9.50000 285.00| 9.00000 270.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0025 808-75297 18.000 m | 9.00000 162.00| 9.50000 171.00| 9.00000 162.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0026 808-75320 6.000 EACH| 40.00000 240.00| 42.00000 252.00| 40.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 6.000 EACH| 56.00000 336.00| 60.00000 360.00| 56.00000 336.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-75996 1125.000 EACH| 2.15000 2418.75| 2.00000 2250.00| 4.00000 4500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 1140.000 EACH| 18.00000 20520.00| 20.00000 22800.00| 19.60000 22344.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 864,248.14| $ 882,122.47| $ 916,151.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 864,248.14| $ 882,122.47| $ 916,151.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,003,171.44 ROUTE : 33 CALL ORDER : 251 CONTRACT ID : RS-25015-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |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 105-01925 4.000 MOS | 1500.00000 6000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 57000.00000 57000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 137139.000 m2 | 0.60000 82283.40| | SURFACE MILLING, ASPHALT | | | 0004 303-04095 4000.000 Mg | 18.00000 72000.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 100.000 Mg | 132.00000 13200.00| | HMA FOR PATCHING | | | 0006 305-05206 680.000 Mg | 60.00000 40800.00| | WIDENING WITH HMA | | | 0007 401-05456 13095.000 Mg | 43.80000 573561.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 40.000 Mg | 200.00000 8000.00| | ASPHALT FOR TACK COAT | | | 0009 608-04396 10.000 EACH| 100.00000 1000.00| | SHOULDER DRAIN | | | 0010 610-05527 1264.000 Mg | 106.00000 133984.00| | HMA FOR APPROACHES | | | 0011 612-04315 40.000 Mg | 610.00000 24400.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0012 612-60410 736.000 EACH| 5.75000 4232.00| | DRILLED HOLE FOR UNDERSEAL | | | 0013 615-06520 9.000 EACH| 200.00000 1800.00| | MONUMENT, RE-ESTABLISH | | | 0014 801-06203 40166.000 m | 0.27000 10844.82| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0015 801-06207 1510.000 m | 2.75000 4152.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0016 801-06640 52.000 EACH| 90.00000 4680.00| | CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 49400.00000 49400.00| | MAINTAINING TRAFFIC | | | 0018 804-06771 5.000 EACH| 22.00000 110.00| | DELINEATOR POST, FLEXIBLE | | | 0019 805-02327 4.000 EACH| 100.00000 400.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 251 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,003,171.44 ROUTE : 33 CALL ORDER : 251 CONTRACT ID : RS-25015-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06703 30781.000 m | 0.76000 23393.56| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0021 808-75240 732.000 m | 0.76000 556.32| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0022 808-75245 19351.000 m | 0.76000 14706.76| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0023 808-75274 264.000 m | 4.50000 1188.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0024 808-75290 30.000 m | 9.00000 270.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0025 808-75297 18.000 m | 9.00000 162.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0026 808-75320 6.000 EACH| 40.00000 240.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 6.000 EACH| 56.00000 336.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-75996 1125.000 EACH| 3.00000 3375.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 1140.000 EACH| 19.60000 22344.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,154,419.36| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,154,419.36| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 255 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,635,182.09 ROUTE : 231 CALL ORDER : 255 CONTRACT ID : RS-25053-C COUNTIES : MONTGOMERY LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,632,032.80 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,841,496.00 112.8344% ==================================================================================================================================== |(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 105-06790 7.000 MOS | 1525.00000 10675.00| 2200.00000 15400.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 81446.00000 81446.00| 34552.66000 34552.66| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 100.000 m2 | 12.95000 1295.00| 25.00000 2500.00| PAVEMENT, REMOVE | | | 0004 202-60820 1678.000 m2 | 4.00000 6712.00| 5.50000 9229.00| SURFACE MILLING, ASPHALT | | | 0005 203-02000 77.000 m3 | 27.85000 2144.45| 17.00000 1309.00| EXCAVATION, COMMON | | | 0006 303-52308 850.000 Mg | 12.00000 10200.00| 24.00000 20400.00| COMPACTED AGGREGATE, O, 53 | | | 0007 303-52309 3652.000 Mg | 15.25000 55693.00| 21.80000 79613.60| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 820.000 Mg | 118.85000 97457.00| 123.00000 100860.00| HMA FOR PATCHING | | | 0009 305-05206 880.000 Mg | 59.55000 52404.00| 70.00000 61600.00| WIDENING WITH HMA | | | 0010 401-05455 14924.000 Mg | 35.25000 526071.00| 40.00000 596960.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 10661.000 Mg | 42.90000 457356.90| 50.00000 533050.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-06264 LUMP| 4195.00000 4195.00| 7100.00000 7100.00| PROFILOGRAPH, HMA | | | 0013 402-05495 2214.000 Mg | 36.30000 80368.20| 45.00000 99630.00| HMA WEDGE AND LEVEL | | | 0014 405-05517 4.000 Mg | 380.00000 1520.00| 445.00000 1780.00| ASPHALT FOR PRIME COAT | | | 0015 406-05520 85.300 Mg | 235.00000 20045.50| 200.00000 17060.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 255 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,635,182.09 ROUTE : 231 CALL ORDER : 255 CONTRACT ID : RS-25053-C COUNTIES : MONTGOMERY LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 608-04396 15.000 EACH| 300.00000 4500.00| 240.00000 3600.00| SHOULDER DRAIN UNDISTRIBUTED QTY | | | 0017 610-05527 1350.000 Mg | 76.15000 102802.50| 100.00000 135000.00| HMA FOR APPROACHES | | | 0018 612-04315 41.800 Mg | 609.60000 25481.28| 555.00000 23199.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0019 612-60410 768.000 EACH| 6.10000 4684.80| 5.60000 4300.80| DRILLED HOLE FOR UNDERSEAL | | | 0020 615-06525 10.000 EACH| 328.00000 3280.00| 400.00000 4000.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | Undistributed Qty | | | 0021 615-06527 20.000 EACH| 440.00000 8800.00| 575.00000 11500.00| MONUMENT, SECTION CORNER Undistributed | | | Qty | | | 0022 801-06203 3351.000 m | 1.42000 4758.42| 3.00000 10053.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0023 801-06207 3351.000 m | 3.95000 13236.45| 3.00000 10053.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0024 801-06640 32.000 EACH| 59.95000 1918.40| 62.00000 1984.00| CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 44625.00000 44625.00| 45000.00000 45000.00| MAINTAINING TRAFFIC | | | 0026 808-06712 3150.000 m | 0.15000 472.50| 0.16000 504.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0027 808-06713 30808.000 m | 0.15000 4621.20| 0.16000 4929.28| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0028 808-06714 9526.000 m | 0.15000 1428.90| 0.16000 1524.16| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0029 808-75297 25.000 m | 11.20000 280.00| 11.50000 287.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0030 808-75320 12.000 EACH| 55.90000 670.80| 57.75000 693.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0031 808-75325 1.000 EACH| 96.50000 96.50| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0032 808-75996 931.000 EACH| 3.00000 2793.00| 4.00000 3724.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 255 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,635,182.09 ROUTE : 231 CALL ORDER : 255 CONTRACT ID : RS-25053-C COUNTIES : MONTGOMERY LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(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 TOTALS | $ 1,632,032.80| $ 1,841,496.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,632,032.80| $ 1,841,496.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,034,791.66 ROUTE : 52 CALL ORDER : 261 CONTRACT ID : RS-25063-A COUNTIES : RUSH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 547,547.93 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 637,460.00 116.4208% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 7.000 MOS | 1000.00000 7000.00| 900.00000 6300.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 14500.00000 14500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 4200.00000 4200.00| 3000.00000 3000.00| PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 148261.400 m2 | 0.18000 26687.05| 0.26000 38547.96| SURFACE MILLING, ASPHALT | | | 0006 211-02050 62.000 m3 | 20.00000 1240.00| 25.00000 1550.00| B BORROW | | | 0007 211-02060 45.000 m3 | 20.00000 900.00| 25.00000 1125.00| B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-60012 111.400 Mg | 18.00000 2005.20| 12.00000 1336.80| AGGREGATE, 2 | | | 0009 303-94433 86.600 m3 | 35.00000 3031.00| 26.50000 2294.90| AGGREGATE, 12 | | | 0010 305-05204 2284.000 Mg | 36.00000 82224.00| 52.00000 118768.00| HMA FOR PATCHING | | | 0011 401-05456 9850.000 Mg | 27.50000 270875.00| 32.10000 316185.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-05464 1055.000 Mg | 27.50000 29012.50| 32.10000 33865.50| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0013 406-05520 37.100 Mg | 175.00000 6492.50| 120.00000 4452.00| ASPHALT FOR TACK COAT | | | 0014 610-05527 220.000 Mg | 55.00000 12100.00| 67.50000 14850.00| HMA FOR APPROACHES | | | 0015 616-02320 120.600 m2 | 1.30000 156.78| 1.59000 191.75| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,034,791.66 ROUTE : 52 CALL ORDER : 261 CONTRACT ID : RS-25063-A COUNTIES : RUSH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 616-06405 16.100 Mg | 20.00000 322.00| 30.00000 483.00| RIPRAP, REVETMENT | | | 0017 621-06570 27.300 m3 | 28.00000 764.40| 35.00000 955.50| TOP SOIL | | | 0018 621-06575 486.500 m2 | 5.00000 2432.50| 3.32000 1615.18| SODDING, NURSERY | | | 0019 714-01366 17.350 m | 2000.00000 34700.00| 1400.00000 24290.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0020 714-03437 19.500 m2 | 510.00000 9945.00| 550.00000 10725.00| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0021 715-05115 1.000 m | 165.00000 165.00| 70.00000 70.00| PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0022 715-05217 2.000 m | 100.00000 200.00| 75.00000 150.00| PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0023 715-05218 11.000 m | 75.00000 825.00| 80.00000 880.00| PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0024 715-05219 30.000 m | 75.00000 2250.00| 85.00000 2550.00| PIPE, TYPE 5, CIRCULAR, 450 mm | | | 0025 801-04308 6.000 EACH| 80.00000 480.00| 115.00000 690.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0026 801-06203 1670.000 m | 1.40000 2338.00| 2.00000 3340.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0027 801-06207 1670.000 m | 3.00000 5010.00| 4.00000 6680.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06605 4.000 EACH| 53.00000 212.00| 42.50000 170.00| BARRICADE, IIIA | | | 0029 801-06606 4.000 EACH| 53.00000 212.00| 48.50000 194.00| BARRICADE, IIIB | | | 0030 801-06625 22.000 EACH| 80.00000 1760.00| 61.50000 1353.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0031 801-06640 46.000 EACH| 75.00000 3450.00| 57.00000 2622.00| CONSTRUCTION SIGN, A | | | 0032 801-06710 90.000 DAY | 15.00000 1350.00| 13.00000 1170.00| FLASHING ARROW SIGN | | | 0033 801-06775 LUMP| 12500.00000 12500.00| 12452.41000 12452.41| MAINTAINING TRAFFIC | | | 0034 804-06725 4.000 EACH| 40.00000 160.00| 36.00000 144.00| DELINEATOR WITH POST, D1, 75 mm | | | 0035 805-02503 60.000 m | 2.00000 120.00| 1.90000 114.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,034,791.66 ROUTE : 52 CALL ORDER : 261 CONTRACT ID : RS-25063-A COUNTIES : RUSH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 805-78795 15.000 m | 50.00000 750.00| 46.00000 690.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0037 808-06712 3490.000 m | 0.14000 488.60| 0.15000 523.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0038 808-06713 33340.000 m | 0.14000 4667.60| 0.15000 5001.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0039 808-06714 10870.000 m | 0.14000 1521.80| 0.15000 1630.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 547,547.93| $ 637,460.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 547,547.93| $ 637,460.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 918,163.97 ROUTE : 933 CALL ORDER : 271 CONTRACT ID : RS-25199-A COUNTIES : ST. JOSEPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9933010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 789,454.05 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 898,541.50 113.8180% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 924,047.85 117.0489% 4 38-1599369 KLETT CONSTRUCTION CO $ 938,060.00 118.8238% 5 35-1065659 BROOKS CONSTRUCTION $ 953,238.85 120.7465% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1185040 |(3) 35-0918397 |WALSH & KELLY |NIBLOCK EXCAVATING, INC. |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 105-01925 3.000 MOS | 1500.00000 4500.00| 1100.00000 3300.00| 1300.00000 3900.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2950.00000 2950.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39000.00000 39000.00| 44900.00000 44900.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 128360.000 m2 | 0.57000 73165.20| 0.65000 83434.00| 2.00000 256720.00 SURFACE MILLING, ASPHALT | | | 0005 202-60822 1000.000 m2 | 0.57000 570.00| 1.00000 1000.00| 4.00000 4000.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 305-05204 500.000 Mg | 78.00000 39000.00| 115.00000 57500.00| 100.00000 50000.00 HMA FOR PATCHING | | | 0007 305-92470 250.000 m2 | 100.00000 25000.00| 155.00000 38750.00| 110.00000 27500.00 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0008 401-05456 11550.000 Mg | 38.00000 438900.00| 42.00000 485100.00| 38.00000 438900.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 406-05520 35.000 Mg | 350.00000 12250.00| 255.00000 8925.00| 1.00000 35.00 ASPHALT FOR TACK COAT | | | 0010 610-05527 600.000 Mg | 65.00000 39000.00| 58.00000 34800.00| 38.00000 22800.00 HMA FOR APPROACHES | | | 0011 801-06203 2200.000 m | 0.40000 880.00| 0.80000 1760.00| 0.82000 1804.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0012 801-06207 2200.000 m | 2.00000 4400.00| 3.40000 7480.00| 3.00000 6600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 918,163.97 ROUTE : 933 CALL ORDER : 271 CONTRACT ID : RS-25199-A COUNTIES : ST. JOSEPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1185040 |(3) 35-0918397 |WALSH & KELLY |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-06640 66.000 EACH| 59.00000 3894.00| 62.00000 4092.00| 59.00000 3894.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 20000.00000 20000.00| 33500.00000 33500.00| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | 0015 805-02503 360.000 m | 2.88000 1036.80| 0.75000 270.00| 2.88000 1036.80 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 85.000 m | 6.93000 589.05| 29.00000 2465.00| 6.93000 589.05 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 808-03002 4410.000 m | 1.85000 8158.50| 1.95000 8599.50| 1.85000 8158.50 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0018 808-03631 150.000 m | 1.85000 277.50| 5.28000 792.00| 1.85000 277.50 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0019 808-03632 6260.000 m | 1.85000 11581.00| 1.95000 12207.00| 1.85000 11581.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0020 808-04896 1200.000 m | 1.85000 2220.00| 1.95000 2340.00| 1.85000 2220.00 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0021 808-74805 1580.000 m | 22.40000 35392.00| 23.65000 37367.00| 22.40000 35392.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0022 808-74809 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| 500.00000 1000.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0023 808-94455 4400.000 m | 5.60000 24640.00| 5.90000 25960.00| 5.60000 24640.00 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | SECTION TOTALS | $ 789,454.05| $ 898,541.50| $ 924,047.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 789,454.05| $ 898,541.50| $ 924,047.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 918,163.97 ROUTE : 933 CALL ORDER : 271 CONTRACT ID : RS-25199-A COUNTIES : ST. JOSEPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1599369 |(5) 35-1065659 | |KLETT CONSTRUCTION CO |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 3.000 MOS | 2000.00000 6000.00| 1000.00000 3000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 36600.00000 36600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 128360.000 m2 | 0.85000 109106.00| 1.10000 141196.00| SURFACE MILLING, ASPHALT | | | 0005 202-60822 1000.000 m2 | 2.50000 2500.00| 1.00000 1000.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 305-05204 500.000 Mg | 70.00000 35000.00| 95.00000 47500.00| HMA FOR PATCHING | | | 0007 305-92470 250.000 m2 | 65.00000 16250.00| 110.00000 27500.00| PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0008 401-05456 11550.000 Mg | 48.60000 561330.00| 43.00000 496650.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 406-05520 35.000 Mg | 250.00000 8750.00| 160.00000 5600.00| ASPHALT FOR TACK COAT | | | 0010 610-05527 600.000 Mg | 80.00000 48000.00| 80.00000 48000.00| HMA FOR APPROACHES | | | 0011 801-06203 2200.000 m | 0.85000 1870.00| 0.82000 1804.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0012 801-06207 2200.000 m | 4.25000 9350.00| 3.50000 7700.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0013 801-06640 66.000 EACH| 60.00000 3960.00| 59.00000 3894.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 25000.00000 25000.00| 46900.00000 46900.00| MAINTAINING TRAFFIC | | | 0015 805-02503 360.000 m | 3.00000 1080.00| 2.88000 1036.80| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 85.000 m | 7.00000 595.00| 6.93000 589.05| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 808-03002 4410.000 m | 1.85000 8158.50| 1.85000 8158.50| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0018 808-03631 150.000 m | 1.85000 277.50| 1.85000 277.50| LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 271 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 918,163.97 ROUTE : 933 CALL ORDER : 271 CONTRACT ID : RS-25199-A COUNTIES : ST. JOSEPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1599369 |(5) 35-1065659 | |KLETT CONSTRUCTION CO |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-03632 6260.000 m | 1.85000 11581.00| 1.85000 11581.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0020 808-04896 1200.000 m | 1.85000 2220.00| 1.85000 2220.00| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0021 808-74805 1580.000 m | 22.40000 35392.00| 22.40000 35392.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0022 808-74809 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0023 808-94455 4400.000 m | 5.60000 24640.00| 5.60000 24640.00| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | SECTION TOTALS | $ 938,060.00| $ 953,238.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 938,060.00| $ 953,238.85| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 275 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 18 CALL ORDER : 275 CONTRACT ID : RS-25203-B COUNTIES : GRANT LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/10/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,577,788.55 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 3 CALL ORDER : 281 CONTRACT ID : RS-25207-A COUNTIES : BLACKFORD LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,452,901.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,051,401.68 ROUTE : 13 CALL ORDER : 291 CONTRACT ID : RS-25211-A COUNTIES : WABASH LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/29/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 772,273.21 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 793,843.71 102.7931% 3 35-1065659 BROOKS CONSTRUCTION $ 872,062.01 112.9214% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1065659 |E & B PAVING, INC. |PHEND & BROWN, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 1200.00000 7200.00| 1400.00000 8400.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 33800.00000 33800.00| 39700.00000 39700.00| 43600.00000 43600.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 81200.000 m2 | 0.40000 32480.00| 0.58000 47096.00| 0.39000 31668.00 SURFACE MILLING, ASPHALT | | | 0004 303-04095 2765.000 Mg | 5.00000 13825.00| 15.00000 41475.00| 18.30000 50599.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 480.000 Mg | 83.00000 39840.00| 100.00000 48000.00| 94.92000 45561.60 HMA FOR PATCHING | | | 0006 305-05206 325.000 Mg | 55.00000 17875.00| 45.00000 14625.00| 38.16000 12402.00 WIDENING WITH HMA | | | 0007 305-98794 135.000 Mg | 8.00000 1080.00| 11.00000 1485.00| 5.51000 743.85 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0008 401-05454 9700.000 Mg | 28.00000 271600.00| 27.50000 266750.00| 29.88000 289836.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 6000.000 Mg | 33.10000 198600.00| 34.00000 204000.00| 38.13000 228780.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05486 175.000 Mg | 35.50000 6212.50| 40.00000 7000.00| 35.52000 6216.00 HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0011 402-05490 400.000 Mg | 36.60000 14640.00| 42.50000 17000.00| 49.60000 19840.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0012 406-05520 45.000 Mg | 165.00000 7425.00| 165.00000 7425.00| 159.83000 7192.35 ASPHALT FOR TACK COAT | | | 0013 610-05527 900.000 Mg | 50.00000 45000.00| 54.50000 49050.00| 45.19000 40671.00 HMA FOR APPROACHES | | | 0014 615-06520 12.000 EACH| 100.00000 1200.00| 190.00000 2280.00| 280.00000 3360.00 MONUMENT, RE-ESTABLISH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,051,401.68 ROUTE : 13 CALL ORDER : 291 CONTRACT ID : RS-25211-A COUNTIES : WABASH LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1065659 |E & B PAVING, INC. |PHEND & BROWN, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06203 12050.000 m | 0.29000 3494.50| 0.29000 3494.50| 0.01000 120.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0016 801-06207 1000.000 m | 1.90000 1900.00| 3.30000 3300.00| 2.53000 2530.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06640 26.000 EACH| 55.00000 1430.00| 55.00000 1430.00| 55.00000 1430.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 52846.00000 52846.00| 9000.00000 9000.00| 57150.00000 57150.00 MAINTAINING TRAFFIC | | | 0019 808-06703 100.000 m | 0.75000 75.00| 0.75000 75.00| 0.75000 75.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0020 808-06713 19200.000 m | 0.13000 2496.00| 0.12000 2304.00| 0.13000 2496.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0021 808-75240 6680.000 m | 0.75000 5010.00| 0.75000 5010.00| 0.75000 5010.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0022 808-75245 3375.000 m | 0.75000 2531.25| 0.75000 2531.25| 0.75000 2531.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0023 808-75297 6.400 m | 22.65000 144.96| 22.65000 144.96| 22.65000 144.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0024 808-75996 560.000 EACH| 3.50000 1960.00| 4.75000 2660.00| 2.90000 1624.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 560.000 EACH| 19.30000 10808.00| 19.30000 10808.00| 18.00000 10080.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 772,273.21| $ 793,843.71| $ 872,062.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 772,273.21| $ 793,843.71| $ 872,062.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,170.00 ROUTE : SR 26 CALL ORDER : 301 CONTRACT ID : RS-25355-A COUNTIES : CLINTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5612009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 616,558.17 100.0000% 2 35-0524595 MOHR CONSTRUCTION CO $ 642,830.24 104.2610% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 644,988.73 104.6111% 4 35-1621699 CENTRAL PAVING, INC. $ 692,949.04 112.3898% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0524595 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |MOHR CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1331.44000 7988.64| 1750.00000 10500.00| 1600.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 12980.95000 12980.95| 14800.00000 14800.00| 32350.00000 32350.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4473.000 m2 | 3.44000 15387.12| 3.28000 14671.44| 3.00000 13419.00 SURFACE MILLING, ASPHALT | | | 0004 303-52309 2760.000 Mg | 19.83000 54730.80| 15.30000 42228.00| 18.00000 49680.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 100.000 Mg | 169.87000 16987.00| 75.00000 7500.00| 150.00000 15000.00 HMA FOR PATCHING | | | 0006 305-98794 200.000 Mg | 6.52000 1304.00| 25.00000 5000.00| 20.00000 4000.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0007 401-05457 10452.000 Mg | 37.60000 392995.20| 40.80000 426441.60| 40.00000 418080.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 402-05495 100.000 Mg | 69.78000 6978.00| 55.00000 5500.00| 75.00000 7500.00 HMA WEDGE AND LEVEL | | | 0009 406-05520 32.000 Mg | 176.36000 5643.52| 430.00000 13760.00| 200.00000 6400.00 ASPHALT FOR TACK COAT | | | 0010 608-04396 2.000 EACH| 204.84000 409.68| 1385.00000 2770.00| 320.00000 640.00 SHOULDER DRAIN | | | 0011 610-05527 472.000 Mg | 98.79000 46628.88| 62.00000 29264.00| 72.00000 33984.00 HMA FOR APPROACHES | | | 0012 615-06520 6.000 EACH| 198.44000 1190.64| 200.00000 1200.00| 500.00000 3000.00 MONUMENT, RE-ESTABLISH | | | 0013 615-06525 11.000 EACH| 198.44000 2182.84| 200.00000 2200.00| 330.00000 3630.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0014 801-06203 142.000 m | 2.27000 322.34| 6.88000 976.96| 1.00000 142.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,170.00 ROUTE : SR 26 CALL ORDER : 301 CONTRACT ID : RS-25355-A COUNTIES : CLINTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0524595 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |MOHR CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 1534.000 m | 2.92000 4479.28| 3.00000 4602.00| 4.75000 7286.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0016 801-06640 38.000 EACH| 50.00000 1900.00| 55.00000 2090.00| 52.00000 1976.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 16951.55000 16951.55| 29500.00000 29500.00| 9700.00000 9700.00 MAINTAINING TRAFFIC | | | 0018 808-06712 2994.000 m | 0.13000 389.22| 0.14000 419.16| 0.13000 389.22 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 33319.000 m | 0.13000 4331.47| 0.14000 4664.66| 0.13000 4331.47 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 15658.000 m | 0.13000 2035.54| 0.14000 2192.12| 0.13000 2035.54 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75297 15.000 m | 13.50000 202.50| 15.02000 225.30| 15.00000 225.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0022 808-75996 940.000 EACH| 2.85000 2679.00| 2.85000 2679.00| 3.00000 2820.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 940.000 EACH| 19.00000 17860.00| 20.90000 19646.00| 20.00000 18800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 616,558.17| $ 642,830.24| $ 644,988.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 616,558.17| $ 642,830.24| $ 644,988.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,170.00 ROUTE : SR 26 CALL ORDER : 301 CONTRACT ID : RS-25355-A COUNTIES : CLINTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1621699 | | |CENTRAL 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 6.000 MOS | 1200.00000 7200.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 33800.00000 33800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4473.000 m2 | 3.50000 15655.50| | SURFACE MILLING, ASPHALT | | | 0004 303-52309 2760.000 Mg | 15.50000 42780.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 100.000 Mg | 75.00000 7500.00| | HMA FOR PATCHING | | | 0006 305-98794 200.000 Mg | 18.75000 3750.00| | COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0007 401-05457 10452.000 Mg | 44.80000 468249.60| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 402-05495 100.000 Mg | 44.80000 4480.00| | HMA WEDGE AND LEVEL | | | 0009 406-05520 32.000 Mg | 165.00000 5280.00| | ASPHALT FOR TACK COAT | | | 0010 608-04396 2.000 EACH| 300.00000 600.00| | SHOULDER DRAIN | | | 0011 610-05527 472.000 Mg | 80.00000 37760.00| | HMA FOR APPROACHES | | | 0012 615-06520 6.000 EACH| 450.00000 2700.00| | MONUMENT, RE-ESTABLISH | | | 0013 615-06525 11.000 EACH| 500.00000 5500.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0014 801-06203 142.000 m | 3.00000 426.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0015 801-06207 1534.000 m | 3.00000 4602.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0016 801-06640 38.000 EACH| 50.00000 1900.00| | CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0018 808-06712 2994.000 m | 0.14000 419.16| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 33319.000 m | 0.14000 4664.66| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,170.00 ROUTE : SR 26 CALL ORDER : 301 CONTRACT ID : RS-25355-A COUNTIES : CLINTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1621699 | | |CENTRAL PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-06714 15658.000 m | 0.14000 2192.12| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75297 15.000 m | 15.00000 225.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0022 808-75996 940.000 EACH| 4.75000 4465.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 940.000 EACH| 20.00000 18800.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 692,949.04| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 692,949.04| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 36 CALL ORDER : 311 CONTRACT ID : RS-25359-A COUNTIES : HENDRICKS LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0762010 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,149,791.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,164,850.00 101.3097% 3 35-1139301 E & B PAVING, INC. $ 1,169,116.98 101.6808% 4 35-1151771 CALUMET ASPHALT PAVING CO $ 1,203,154.90 104.6411% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 234 CALL ORDER : 321 CONTRACT ID : RS-25360-A COUNTIES : BOONE HENDRICKS LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MONTGOMERY CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,639,113.88 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,723.03 ROUTE : 70 CALL ORDER : 331 CONTRACT ID : RS-25375-A COUNTIES : PERRY LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4662002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 368,228.57 100.0000% 2 35-0248940 CORYDON STONE & ASPHALT $ 414,719.01 112.6254% 3 35-1139301 E & B PAVING, INC. $ 594,962.80 161.5743% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-0248940 |(3) 35-1139301 |RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT |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 6.000 MOS | 900.00000 5400.00| 1000.00000 6000.00| 1775.00000 10650.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1190.00000 1190.00| 1500.00000 1500.00| 3750.00000 3750.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18400.00000 18400.00| 20000.00000 20000.00| 29000.00000 29000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 69000.000 m2 | 0.01000 690.00| 0.20000 13800.00| 0.64000 44160.00 SURFACE MILLING, ASPHALT | | | 0005 303-04095 1100.000 Mg | 18.00000 19800.00| 12.50000 13750.00| 23.05000 25355.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 305-05204 500.000 Mg | 40.00000 20000.00| 75.00000 37500.00| 130.00000 65000.00 HMA FOR PATCHING | | | 0007 401-05456 6375.000 Mg | 29.00000 184875.00| 34.95000 222806.25| 41.50000 264562.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 1000.000 Mg | 36.65000 36650.00| 34.95000 34950.00| 60.00000 60000.00 HMA WEDGE AND LEVEL | | | 0009 405-05517 18.800 Mg | 225.00000 4230.00| 250.00000 4700.00| 500.00000 9400.00 ASPHALT FOR PRIME COAT | | | 0010 406-05520 18.800 Mg | 200.00000 3760.00| 175.00000 3290.00| 265.00000 4982.00 ASPHALT FOR TACK COAT | | | 0011 610-05527 275.000 Mg | 87.00000 23925.00| 34.95000 9611.25| 100.00000 27500.00 HMA FOR APPROACHES | | | 0012 801-06203 1000.000 m | 3.00000 3000.00| 1.00000 1000.00| 2.25000 2250.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06207 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 2.95000 2950.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0014 801-06640 21.000 EACH| 52.00000 1092.00| 60.00000 1260.00| 53.00000 1113.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,723.03 ROUTE : 70 CALL ORDER : 331 CONTRACT ID : RS-25375-A COUNTIES : PERRY LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-0248940 |(3) 35-1139301 |RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| 11500.00000 11500.00 MAINTAINING TRAFFIC | | | 0016 808-06712 4500.000 m | 0.15000 675.00| 0.15000 675.00| 0.15000 675.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0017 808-06713 19500.000 m | 0.15000 2925.00| 0.15000 2925.00| 0.15000 2925.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06714 10827.000 m | 0.15000 1624.05| 0.15000 1624.05| 0.15000 1624.05 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 808-06726 13.200 m | 10.30000 135.96| 11.00000 145.20| 10.50000 138.60 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0020 808-75996 726.000 EACH| 0.01000 7.26| 0.01000 7.26| 3.00000 2178.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0021 808-75998 726.000 EACH| 20.75000 15064.50| 20.00000 14520.00| 22.20000 16117.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0022 211-02060 43.000 m3 | 11.80000 507.40| 20.00000 860.00| 35.70000 1535.10 B BORROW FOR STRUCTURE BACKFILL | | | 0023 616-02320 50.000 m2 | 3.70000 185.00| 2.00000 100.00| 4.20000 210.00 GEOTEXTILES | | | 0024 616-06405 80.000 Mg | 36.00000 2880.00| 28.00000 2240.00| 30.60000 2448.00 RIPRAP, REVETMENT | | | 0025 715-03583 12.000 m | 360.00000 4320.00| 190.00000 2280.00| 153.00000 1836.00 PIPE, RELAID | | | 0026 715-05125 9.100 m | 314.00000 2857.40| 250.00000 2275.00| 178.50000 1624.35 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0027 715-06492 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 510.00000 510.00 CONCRETE ANCHOR, 1350 mm | | | 0028 715-46030 1.000 EACH| 535.00000 535.00| 400.00000 400.00| 969.00000 969.00 PIPE END SECTION, 750 mm | | | SECTION TOTALS | $ 368,228.57| $ 414,719.01| $ 594,962.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 368,228.57| $ 414,719.01| $ 594,962.80 ====================================================================================================================================