INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,760,374.23 ROUTE : SR 71 CALL ORDER : 220 CONTRACT ID : RS-24511-D COUNTIES : VERMILLION LETTING DATE : 07/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-0955285 FREESEN, INC. $ 1,735,256.83 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 1,764,110.20 101.6627% ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1111003 | |FREESEN, INC. |WHITE CONSTRUCTION, 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 | 1000.00000 6000.00| 1700.00000 10200.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 154332.70000 154332.70| 72000.00000 72000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1100.000 m2 | 34.66000 38126.00| 5.80000 6380.00| SURFACE MILLING, ASPHALT | | | 0004 303-52308 10055.000 Mg | 14.58000 146601.90| 25.00000 251375.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 4162.000 Mg | 16.54000 68839.48| 15.90000 66175.80| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 50.000 Mg | 100.00000 5000.00| 135.00000 6750.00| HMA FOR PATCHING | | | 0007 305-05206 3813.000 Mg | 45.87000 174902.31| 41.35000 157667.55| WIDENING WITH HMA | | | 0008 401-05455 13088.000 Mg | 41.28000 540272.64| 38.75000 507160.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05456 9361.000 Mg | 38.90000 364142.90| 42.00000 393162.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 1000.000 Mg | 52.48000 52480.00| 53.75000 53750.00| HMA WEDGE AND LEVEL | | | 0011 405-05517 33.500 Mg | 433.51000 14522.59| 380.00000 12730.00| ASPHALT FOR PRIME COAT | | | 0012 406-05520 74.400 Mg | 585.20000 43538.88| 350.00000 26040.00| ASPHALT FOR TACK COAT | | | 0013 608-04396 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| SHOULDER DRAIN | | | 0014 610-05527 1055.000 Mg | 86.92000 91700.60| 76.00000 80180.00| HMA FOR APPROACHES | | | 0015 720-44000 1.000 EACH| 1000.00000 1000.00| 395.00000 395.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,760,374.23 ROUTE : SR 71 CALL ORDER : 220 CONTRACT ID : RS-24511-D COUNTIES : VERMILLION LETTING DATE : 07/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0955285 |(2) 35-1111003 | |FREESEN, INC. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06203 1831.000 m | 2.75000 5035.25| 4.20000 7690.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0017 801-06207 1643.000 m | 4.00000 6572.00| 4.95000 8132.85| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0018 801-06640 51.000 EACH| 73.50000 3748.50| 80.00000 4080.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 7000.00000 7000.00| 89000.00000 89000.00| MAINTAINING TRAFFIC | | | 0020 808-06712 3324.000 m | 0.15000 498.60| 0.15000 498.60| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0021 808-06713 32617.000 m | 0.15000 4892.55| 0.15000 4892.55| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-06714 10079.000 m | 0.15000 1511.85| 0.15000 1511.85| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0023 808-75297 15.600 m | 31.50000 491.40| 33.00000 514.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0024 808-75996 806.000 EACH| 3.78000 3046.68| 4.00000 3224.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,735,256.83| $ 1,764,110.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,735,256.83| $ 1,764,110.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 226 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,961.90 ROUTE : 18 CALL ORDER : 226 CONTRACT ID : RS-24813-B COUNTIES : GRANT LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/17/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1505753 GAUNT & SON ASPHALT $ 551,376.99 100.0000% 2 35-1139301 E & B PAVING, INC. $ 570,004.79 103.3784% ==================================================================================================================================== |(1) 35-1505753 |(2) 35-1139301 | |GAUNT & SON 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 8.000 MOS | 1200.00000 9600.00| 1800.00000 14400.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 16015.00000 16015.00| 15100.00000 15100.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32635.00000 32635.00| 25400.00000 25400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02260 2.000 EACH| 530.00000 1060.00| 525.00000 1050.00| TREE, 760 mm, REMOVE | | | 0005 202-02279 2646.000 m | 12.25000 32413.50| 10.00000 26460.00| CURB AND GUTTER, REMOVE | | | 0006 202-52710 21.000 m2 | 17.80000 373.80| 15.50000 325.50| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 33837.000 m2 | 1.15000 38912.55| 1.00000 33837.00| SURFACE MILLING, ASPHALT | | | 0008 211-02060 5.000 m3 | 30.00000 150.00| 50.00000 250.00| B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 117.000 Mg | 17.75000 2076.75| 25.00000 2925.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 305-05204 9.800 Mg | 66.75000 654.15| 150.00000 1470.00| HMA FOR PATCHING | | | 0011 305-05206 195.000 Mg | 58.00000 11310.00| 50.00000 9750.00| WIDENING WITH HMA | | | 0012 402-05473 2170.000 Mg | 38.50000 83545.00| 30.00000 65100.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0013 402-05477 2520.000 Mg | 43.70000 110124.00| 35.00000 88200.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 406-05520 14.700 Mg | 250.00000 3675.00| 180.00000 2646.00| ASPHALT FOR TACK COAT | | | 0015 604-06080 301.100 m2 | 38.75000 11667.63| 70.00000 21077.00| SIDEWALK, CONCRETE, RECONSTRUCTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 226 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,961.90 ROUTE : 18 CALL ORDER : 226 CONTRACT ID : RS-24813-B COUNTIES : GRANT LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1505753 |(2) 35-1139301 | |GAUNT & SON ASPHALT |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 605-06140 2646.000 m | 41.40000 109544.40| 70.00000 185220.00| CURB AND GUTTER, CONCRETE | | | 0017 610-05527 320.000 Mg | 79.50000 25440.00| 80.00000 25600.00| HMA FOR APPROACHES | | | 0018 615-06527 2.000 EACH| 200.00000 400.00| 333.00000 666.00| MONUMENT, SECTION CORNER | | | 0019 621-06575 1506.000 m2 | 4.00000 6024.00| 3.75000 5647.50| SODDING, NURSERY | | | 0020 715-05168 7.600 m | 180.00000 1368.00| 250.00000 1900.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0021 720-44000 57.000 EACH| 240.00000 13680.00| 225.00000 12825.00| CASTING, ADJUST TO GRADE | | | 0022 720-44296 1.000 EACH| 630.00000 630.00| 450.00000 450.00| CAP INLET | | | 0023 720-45005 1.000 EACH| 1210.00000 1210.00| 1725.00000 1725.00| INLET, A2 | | | 0024 720-45025 3.000 EACH| 1330.00000 3990.00| 1825.00000 5475.00| INLET, D6 | | | 0025 801-06203 2681.000 m | 0.80000 2144.80| 0.68000 1823.08| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0026 801-06207 687.000 m | 3.55000 2438.85| 4.30000 2954.10| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0027 801-06640 48.000 EACH| 74.25000 3564.00| 70.00000 3360.00| CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 21900.00000 21900.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0029 805-92951 7.000 EACH| 260.00000 1820.00| 245.00000 1715.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0030 808-06711 531.000 m | 0.28000 148.68| 0.25000 132.75| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0031 808-06713 1342.000 m | 0.23000 308.66| 0.25000 335.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 859.000 m | 0.23000 197.57| 0.25000 214.75| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75297 58.100 m | 10.45000 607.15| 9.55000 554.86| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75320 10.000 EACH| 48.80000 488.00| 44.00000 440.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 226 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,961.90 ROUTE : 18 CALL ORDER : 226 CONTRACT ID : RS-24813-B COUNTIES : GRANT LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1505753 |(2) 35-1139301 | |GAUNT & SON ASPHALT |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75325 7.000 EACH| 61.50000 430.50| 62.25000 435.75| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-75340 2.000 EACH| 415.00000 830.00| 270.00000 540.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 551,376.99| $ 570,004.79| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 551,376.99| $ 570,004.79| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 46 CALL ORDER : 230 CONTRACT ID : RS-24901-A COUNTIES : VIGO LETTING DATE : 07/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0734255 WABASH VALLEY ASPHALT CO $ 1,799,228.39 100.0000% ====================================================================================================================================