INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,797.25 ROUTE : CALL ORDER : 381 CONTRACT ID : R -26830-A COUNTIES : DELAWARE LETTING DATE : 08/12/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/03/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9918052 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 860,876.81 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 968,253.12 112.4729% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,094,245.71 127.1082% 4 35-1057871 SMOCK FANSLER CORPORATION $ 1,105,152.79 128.3752% 5 35-1817574 YARDBERRY LANDSCAPE $ 1,591,897.97 184.9158% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 |(3) 35-0999231 |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, PEDESTRIAN AND BIKE TRAIL | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 32500.00000 32500.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1600.00000 9600.00| 1200.00000 7200.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 42000.00000 42000.00| 48400.00000 48400.00| 54700.00000 54700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 10000.00000 10000.00| 86118.00000 86118.00| 21800.00000 21800.00 CLEARING AND GRUBBING | | | 0005 203-02000 4354.000 CYS | 12.00000 52248.00| 15.00000 65310.00| 29.00000 126266.00 EXCAVATION, COMMON | | | 0006 203-02070 642.000 CYS | 9.62000 6176.04| 15.00000 9630.00| 4.00000 2568.00 BORROW | | | 0007 205-06937 10713.000 LFT | 1.25000 13391.25| 1.35000 14462.55| 1.25000 13391.25 TEMPORARY SILT FENCE | | | 0008 210-07813 4.000 EACH| 125.00000 500.00| 135.00000 540.00| 140.00000 560.00 LOAD SWITCH | | | 0009 210-07814 LUMP| 110000.00000 110000.00| 72500.00000 72500.00| 200000.00000 200000.00 BANK STABILIZATION | | | 0010 301-07448 4505.230 TON | 18.37000 82761.08| 16.50000 74336.30| 18.00000 81094.14 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 304-07489 29.000 TON | 150.00000 4350.00| 160.00000 4640.00| 150.00000 4350.00 HMA PATCHING, TYPE A | | | 0012 402-07432 806.000 TON | 50.00000 40300.00| 50.00000 40300.00| 50.00000 40300.00 HMA SURFACE, TYPE A | | | 0013 402-07435 1907.000 TON | 50.00000 95350.00| 50.00000 95350.00| 50.00000 95350.00 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,797.25 ROUTE : CALL ORDER : 381 CONTRACT ID : R -26830-A COUNTIES : DELAWARE LETTING DATE : 08/12/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 |(3) 35-0999231 |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 405-05517 21.330 TON | 400.00000 8532.00| 425.00000 9065.25| 200.00000 4266.00 ASPHALT FOR PRIME COAT | | | 0015 406-05520 3.680 TON | 170.00000 625.60| 200.00000 736.00| 170.00000 625.60 ASPHALT FOR TACK COAT | | | 0016 604-06069 51.000 SYS | 28.57000 1457.07| 44.00000 2244.00| 100.00000 5100.00 CURB RAMP, CONCRETE | | | 0017 604-90256 125.000 SYS | 62.30000 7787.50| 62.75000 7843.75| 77.00000 9625.00 SIDEWALK, CONCRETE, 6 IN. , MODIFIED | | | 0018 604-91531 486.000 SYS | 36.68000 17826.48| 27.50000 13365.00| 28.00000 13608.00 SIDEWALK, CONCRETE, 4 IN. | | | 0019 605-06120 1022.000 LFT | 17.04000 17414.88| 23.75000 24272.50| 12.00000 12264.00 CURB, CONCRETE | | | 0020 615-03866 7.000 EACH| 224.76000 1573.32| 800.00000 5600.00| 550.00000 3850.00 MILE MARKER | | | 0021 616-02320 804.000 SYS | 1.23000 988.92| 2.00000 1608.00| 2.10000 1688.40 GEOTEXTILES | | | 0022 616-06405 398.000 TON | 23.56000 9376.88| 33.50000 13333.00| 33.00000 13134.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 750.00000 750.00| 800.00000 800.00| 840.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02770 4350.000 SYS | 1.54000 6699.00| 1.60000 6960.00| 1.70000 7395.00 EROSION CONTROL BLANKET | | | 0025 621-06560 16376.000 SYS | 0.36000 5895.36| 0.38000 6222.88| 0.40000 6550.40 MULCHED SEEDING, U | | | 0026 621-06570 1818.000 CYS | 8.78000 15962.04| 24.00000 43632.00| 12.00000 21816.00 TOP SOIL | | | 0027 714-03856 170.000 LFT | 65.60000 11152.00| 80.00000 13600.00| 51.00000 8670.00 RETAINING WALL, LIMESTONE SETTING | | | 0028 801-06645 6.000 EACH| 200.00000 1200.00| 300.00000 1800.00| 85.00000 510.00 CONSTRUCTION SIGN, B | | | 0029 801-06775 LUMP| 30000.00000 30000.00| 12500.00000 12500.00| 17000.00000 17000.00 MAINTAINING TRAFFIC | | | 0030 802-03896 4.000 EACH| 186.46000 745.84| 150.00000 600.00| 370.00000 1480.00 BOLLARD , INSTALL | | | 0031 802-03896 1.000 EACH| 593.66000 593.66| 250.00000 250.00| 390.00000 390.00 BOLLARD COLLAPSIBLE, INSTALL | | | 0032 802-04314 5.000 EACH| 1828.00000 9140.00| 2600.00000 13000.00| 2050.00000 10250.00 SIGN , INFORMATIVE AND DIRECTIVE, | | | SINGLE PANEL | | | 0033 802-04314 5.000 EACH| 2375.00000 11875.00| 3200.00000 16000.00| 2670.00000 13350.00 SIGN , INFORMATIVE AND DIRECTIVE, | | | DOUBLE PANEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,797.25 ROUTE : CALL ORDER : 381 CONTRACT ID : R -26830-A COUNTIES : DELAWARE LETTING DATE : 08/12/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 |(3) 35-0999231 |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 802-04314 3.000 EACH| 1287.81000 3863.43| 1800.00000 5400.00| 5190.00000 15570.00 SIGN , PLACARD, 48 IN. X 96 IN. | | | 0035 802-05702 290.000 LFT | 11.70000 3393.00| 11.00000 3190.00| 11.00000 3190.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0036 802-05702 120.000 LFT | 35.00000 4200.00| 22.00000 2640.00| 12.00000 1440.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE (PAINTED MUNCIE BLACK) | | | 0037 802-07060 2.000 EACH| 229.00000 458.00| 130.00000 260.00| 39.00000 78.00 SIGN, SHEET, RELOCATE | | | 0038 802-76025 158.220 SFT | 14.80000 2341.66| 19.50000 3085.29| 12.00000 1898.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0039 802-76045 19.440 SFT | 13.40000 260.50| 62.50000 1215.00| 34.00000 660.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS (TYPE 10) | | | 0040 802-76045 6.120 SFT | 13.40000 82.01| 55.00000 336.60| 56.00000 342.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS (TYPE 11) | | | 0041 805-01815 1.000 EACH| 2150.00000 2150.00| 2200.00000 2200.00| 2410.00000 2410.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0042 805-01842 4.000 EACH| 800.00000 3200.00| 850.00000 3400.00| 900.00000 3600.00 HANDHOLE, SIGNAL | | | 0043 805-03370 16.000 EACH| 357.00000 5712.00| 375.00000 6000.00| 400.00000 6400.00 PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0044 805-04757 1.000 EACH| 910.00000 910.00| 1000.00000 1000.00| 1020.00000 1020.00 SIGNAL SPAN | | | 0045 805-04982 1295.000 LFT | 0.31000 401.45| 0.35000 453.25| 0.40000 518.00 CABLE , 1C NO. 10 THW OR TW STRANDED | | | COPPER | | | 0046 805-06592 252.000 LFT | 17.70000 4460.40| 20.00000 5040.00| 20.00000 5040.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0047 805-06595 7995.000 LFT | 3.67000 29341.65| 3.75000 29981.25| 4.10000 32779.50 CONDUIT, PVC, 2 IN. | | | 0048 805-78205 8.000 EACH| 550.00000 4400.00| 600.00000 4800.00| 620.00000 4960.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0049 805-78412 2.000 EACH| 299.00000 598.00| 320.00000 640.00| 340.00000 680.00 SIGNAL PEDESTAL, 9 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 381 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,797.25 ROUTE : CALL ORDER : 381 CONTRACT ID : R -26830-A COUNTIES : DELAWARE LETTING DATE : 08/12/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1128289 |(3) 35-0999231 |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 805-78480 383.000 LFT | 1.31000 501.73| 1.40000 536.20| 1.50000 574.50 SIGNAL CABLE, 3C 14GA. | | | 0051 805-78485 713.000 LFT | 1.99000 1418.87| 2.10000 1497.30| 2.20000 1568.60 SIGNAL CABLE, 5C 14GA. | | | 0052 805-78490 94.000 LFT | 2.06000 193.64| 2.10000 197.40| 2.30000 216.20 SIGNAL CABLE, 7C 14GA. | | | 0053 805-78900 2.000 EACH| 570.00000 1140.00| 600.00000 1200.00| 640.00000 1280.00 PEDESTAL FOUNDATION, A | | | 0054 805-81032 1.000 EACH| 2470.00000 2470.00| 2500.00000 2500.00| 2770.00000 2770.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0055 805-86920 90.000 EACH| 13.80000 1242.00| 14.50000 1305.00| 16.00000 1440.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0056 805-86930 74.000 EACH| 12.30000 910.20| 13.25000 980.50| 14.00000 1036.00 INSULATING LINK, NOT WATERPROOFED | | | 0057 805-96121 4.000 EACH| 175.00000 700.00| 185.00000 740.00| 200.00000 800.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0058 807-03714 37.000 EACH| 177.00000 6549.00| 185.00000 6845.00| 200.00000 7400.00 CONCRETE FOUNDATION WITH GROUNDING, 12 | | | IN DIAMETER BY 48 IN | | | 0059 807-03951 37.000 EACH| 2450.00000 90650.00| 2500.00000 92500.00| 2750.00000 101750.00 LIGHT POLE, ORNAMENTAL | | | 0060 807-04651 8641.000 LFT | 2.35000 20306.35| 2.50000 21602.50| 2.60000 22466.60 WIRE , XHHW, IN CONDUIT, 4 1C 6CU | | | 0061 807-86805 6.000 EACH| 2330.00000 13980.00| 2450.00000 14700.00| 2620.00000 15720.00 SERVICE POINT, I | | | 0062 807-86910 37.000 EACH| 29.00000 1073.00| 30.00000 1110.00| 33.00000 1221.00 CONNECTOR KIT, UNFUSED | | | 0063 807-86915 37.000 EACH| 31.00000 1147.00| 32.00000 1184.00| 35.00000 1295.00 CONNECTOR KIT, FUSED | | | 0064 808-06706 1031.000 LFT | 3.50000 3608.50| 3.20000 3299.20| 3.90000 4020.90 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0065 808-06713 37.000 LFT | 3.00000 111.00| 2.15000 79.55| 3.40000 125.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0066 808-06714 49.000 LFT | 3.00000 147.00| 2.15000 105.35| 3.40000 166.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0067 808-97323 413.000 LFT | 6.50000 2684.50| 8.50000 3510.50| 7.30000 3014.90 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 860,876.81| $ 968,253.12| $ 1,094,245.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 860,876.81| $ 968,253.12| $ 1,094,245.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 381 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,797.25 ROUTE : CALL ORDER : 381 CONTRACT ID : R -26830-A COUNTIES : DELAWARE LETTING DATE : 08/12/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1817574 | |SMOCK FANSLER CORPORATION |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, PEDESTRIAN AND BIKE TRAIL | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2500.00000 15000.00| 2300.00000 13800.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 72000.00000 72000.00| 82212.04000 82212.04| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 47000.00000 47000.00| 85000.00000 85000.00| CLEARING AND GRUBBING | | | 0005 203-02000 4354.000 CYS | 21.00000 91434.00| 28.00000 121912.00| EXCAVATION, COMMON | | | 0006 203-02070 642.000 CYS | 12.00000 7704.00| 25.00000 16050.00| BORROW | | | 0007 205-06937 10713.000 LFT | 1.56000 16712.28| 1.75000 18747.75| TEMPORARY SILT FENCE | | | 0008 210-07813 4.000 EACH| 150.00000 600.00| 500.00000 2000.00| LOAD SWITCH | | | 0009 210-07814 LUMP| 139220.00000 139220.00| 293000.00000 293000.00| BANK STABILIZATION | | | 0010 301-07448 4505.230 TON | 20.00000 90104.60| 24.00000 108125.52| COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 304-07489 29.000 TON | 143.00000 4147.00| 110.00000 3190.00| HMA PATCHING, TYPE A | | | 0012 402-07432 806.000 TON | 64.63000 52091.78| 68.00000 54808.00| HMA SURFACE, TYPE A | | | 0013 402-07435 1907.000 TON | 55.28000 105418.96| 58.00000 110606.00| HMA INTERMEDIATE, TYPE A | | | 0014 405-05517 21.330 TON | 330.00000 7038.90| 250.00000 5332.50| ASPHALT FOR PRIME COAT | | | 0015 406-05520 3.680 TON | 192.50000 708.40| 250.00000 920.00| ASPHALT FOR TACK COAT | | | 0016 604-06069 51.000 SYS | 36.00000 1836.00| 120.00000 6120.00| CURB RAMP, CONCRETE | | | 0017 604-90256 125.000 SYS | 63.00000 7875.00| 63.00000 7875.00| SIDEWALK, CONCRETE, 6 IN. , MODIFIED | | | 0018 604-91531 486.000 SYS | 29.25000 14215.50| 56.00000 27216.00| SIDEWALK, CONCRETE, 4 IN. | | | 0019 605-06120 1022.000 LFT | 26.00000 26572.00| 21.00000 21462.00| CURB, CONCRETE | | | 0020 615-03866 7.000 EACH| 1000.00000 7000.00| 755.00000 5285.00| MILE MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 381 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,797.25 ROUTE : CALL ORDER : 381 CONTRACT ID : R -26830-A COUNTIES : DELAWARE LETTING DATE : 08/12/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1817574 | |SMOCK FANSLER CORPORATION |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 616-02320 804.000 SYS | 2.00000 1608.00| 3.50000 2814.00| GEOTEXTILES | | | 0022 616-06405 398.000 TON | 35.00000 13930.00| 45.00000 17910.00| RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 1000.00000 1000.00| 750.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02770 4350.000 SYS | 2.25000 9787.50| 1.85000 8047.50| EROSION CONTROL BLANKET | | | 0025 621-06560 16376.000 SYS | 0.50000 8188.00| 0.75000 12282.00| MULCHED SEEDING, U | | | 0026 621-06570 1818.000 CYS | 20.00000 36360.00| 30.00000 54540.00| TOP SOIL | | | 0027 714-03856 170.000 LFT | 85.00000 14450.00| 566.00000 96220.00| RETAINING WALL, LIMESTONE SETTING | | | 0028 801-06645 6.000 EACH| 125.00000 750.00| 290.00000 1740.00| CONSTRUCTION SIGN, B | | | 0029 801-06775 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0030 802-03896 4.000 EACH| 160.00000 640.00| 150.00000 600.00| BOLLARD , INSTALL | | | 0031 802-03896 1.000 EACH| 262.00000 262.00| 350.00000 350.00| BOLLARD COLLAPSIBLE, INSTALL | | | 0032 802-04314 5.000 EACH| 3065.00000 15325.00| 3202.75000 16013.75| SIGN , INFORMATIVE AND DIRECTIVE, | | | SINGLE PANEL | | | 0033 802-04314 5.000 EACH| 3718.00000 18590.00| 3880.00000 19400.00| SIGN , INFORMATIVE AND DIRECTIVE, | | | DOUBLE PANEL | | | 0034 802-04314 3.000 EACH| 5000.00000 15000.00| 3465.00000 10395.00| SIGN , PLACARD, 48 IN. X 96 IN. | | | 0035 802-05702 290.000 LFT | 12.00000 3480.00| 26.70000 7743.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0036 802-05702 120.000 LFT | 38.00000 4560.00| 30.75000 3690.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE (PAINTED MUNCIE BLACK) | | | 0037 802-07060 2.000 EACH| 240.00000 480.00| 125.00000 250.00| SIGN, SHEET, RELOCATE | | | 0038 802-76025 158.220 SFT | 16.00000 2531.52| 30.20000 4778.24| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 381 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,797.25 ROUTE : CALL ORDER : 381 CONTRACT ID : R -26830-A COUNTIES : DELAWARE LETTING DATE : 08/12/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1817574 | |SMOCK FANSLER CORPORATION |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 802-76045 19.440 SFT | 66.00000 1283.04| 495.00000 9622.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS (TYPE 10) | | | 0040 802-76045 6.120 SFT | 58.00000 354.96| 485.00000 2968.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS (TYPE 11) | | | 0041 805-01815 1.000 EACH| 2300.00000 2300.00| 2732.00000 2732.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0042 805-01842 4.000 EACH| 850.00000 3400.00| 799.25000 3197.00| HANDHOLE, SIGNAL | | | 0043 805-03370 16.000 EACH| 400.00000 6400.00| 461.00000 7376.00| PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0044 805-04757 1.000 EACH| 960.00000 960.00| 1800.00000 1800.00| SIGNAL SPAN | | | 0045 805-04982 1295.000 LFT | 0.35000 453.25| 1.00000 1295.00| CABLE , 1C NO. 10 THW OR TW STRANDED | | | COPPER | | | 0046 805-06592 252.000 LFT | 18.50000 4662.00| 18.00000 4536.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0047 805-06595 7995.000 LFT | 3.90000 31180.50| 6.81000 54445.95| CONDUIT, PVC, 2 IN. | | | 0048 805-78205 8.000 EACH| 600.00000 4800.00| 773.31000 6186.48| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0049 805-78412 2.000 EACH| 325.00000 650.00| 495.52000 991.04| SIGNAL PEDESTAL, 9 FT. | | | 0050 805-78480 383.000 LFT | 1.40000 536.20| 1.20000 459.60| SIGNAL CABLE, 3C 14GA. | | | 0051 805-78485 713.000 LFT | 2.20000 1568.60| 1.20000 855.60| SIGNAL CABLE, 5C 14GA. | | | 0052 805-78490 94.000 LFT | 2.25000 211.50| 1.50000 141.00| SIGNAL CABLE, 7C 14GA. | | | 0053 805-78900 2.000 EACH| 620.00000 1240.00| 713.00000 1426.00| PEDESTAL FOUNDATION, A | | | 0054 805-81032 1.000 EACH| 2650.00000 2650.00| 4097.43000 4097.43| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0055 805-86920 90.000 EACH| 15.00000 1350.00| 18.70000 1683.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 381 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,122,797.25 ROUTE : CALL ORDER : 381 CONTRACT ID : R -26830-A COUNTIES : DELAWARE LETTING DATE : 08/12/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057871 |(5) 35-1817574 | |SMOCK FANSLER CORPORATION |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 805-86930 74.000 EACH| 13.50000 999.00| 24.46000 1810.04| INSULATING LINK, NOT WATERPROOFED | | | 0057 805-96121 4.000 EACH| 190.00000 760.00| 200.00000 800.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0058 807-03714 37.000 EACH| 190.00000 7030.00| 668.73000 24743.01| CONCRETE FOUNDATION WITH GROUNDING, 12 | | | IN DIAMETER BY 48 IN | | | 0059 807-03951 37.000 EACH| 2575.00000 95275.00| 2801.00000 103637.00| LIGHT POLE, ORNAMENTAL | | | 0060 807-04651 8641.000 LFT | 2.50000 21602.50| 1.64000 14171.24| WIRE , XHHW, IN CONDUIT, 4 1C 6CU | | | 0061 807-86805 6.000 EACH| 2500.00000 15000.00| 2511.82000 15070.92| SERVICE POINT, I | | | 0062 807-86910 37.000 EACH| 31.00000 1147.00| 42.09000 1557.33| CONNECTOR KIT, UNFUSED | | | 0063 807-86915 37.000 EACH| 34.00000 1258.00| 43.19000 1598.03| CONNECTOR KIT, FUSED | | | 0064 808-06706 1031.000 LFT | 12.00000 12372.00| 4.00000 4124.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0065 808-06713 37.000 LFT | 7.00000 259.00| 3.00000 111.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0066 808-06714 49.000 LFT | 7.00000 343.00| 3.00000 147.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0067 808-97323 413.000 LFT | 3.60000 1486.80| 10.00000 4130.00| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 1,105,152.79| $ 1,591,897.97| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,105,152.79| $ 1,591,897.97| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945072 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 494,339.26 100.0000% 2 35-1262778 MIDWESTERN ELECTRIC $ 534,563.07 108.1368% 3 62-1339540 HAWK ENTERPRISES, INC. $ 535,142.54 108.2541% 4 35-0461550 LARSON-DANIELSON CONSTRUCTION $ 591,158.12 119.5855% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1262778 |(3) 62-1339540 |BUCKO CONSTRUCTION |MIDWESTERN ELECTRIC |HAWK ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, DOWNTOWN STREETSCAPE | | | 0001 105-06845 LUMP| 18000.00000 18000.00| 6100.00000 6100.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2500.00000 12500.00| 2200.00000 11000.00| 1600.00000 8000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 18800.00000 18800.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 1636.520 LFT | 6.50000 10637.38| 5.97000 9770.02| 5.75000 9409.99 CURB, CONCRETE, REMOVE | | | 0005 202-52710 1550.520 SYS | 4.50000 6977.34| 6.23000 9659.74| 6.00000 9303.12 SIDEWALK, CONCRETE, REMOVE | | | 0006 202-78515 LUMP| 3400.00000 3400.00| 2385.00000 2385.00| 850.00000 850.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-93763 12.000 EACH| 388.69000 4664.28| 240.00000 2880.00| 275.00000 3300.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0008 203-02000 194.410 CYS | 40.00000 7776.40| 20.78000 4039.84| 40.00000 7776.40 EXCAVATION, COMMON | | | 0009 203-05859 35.000 CYS | 129.00000 4515.00| 134.00000 4690.00| 129.00000 4515.00 FILL MATERIAL, PLANTER | | | 0010 210-07707 396.000 LFT | 26.65000 10553.40| 37.71000 14933.16| 36.30000 14374.80 PLANTER CURB | | | 0011 210-07708 70.000 SYS | 4.32000 302.40| 4.48000 313.60| 5.00000 350.00 WEED CONTROL BARRIER | | | 0012 211-02050 13.790 CYS | 40.00000 551.60| 31.17000 429.83| 100.00000 1379.00 B BORROW | | | 0013 301-07448 262.320 TON | 22.93000 6015.00| 26.70000 7003.94| 25.70000 6741.62 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 304-07489 0.780 TON | 479.05000 373.66| 623.40000 486.25| 600.00000 468.00 HMA PATCHING, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1262778 |(3) 62-1339540 |BUCKO CONSTRUCTION |MIDWESTERN ELECTRIC |HAWK ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-07466 329.720 SYS | 30.78000 10148.78| 51.95000 17128.95| 50.00000 16486.00 PCC BASE PATCHING, 11 IN. | | | 0016 401-07429 111.610 TON | 46.13000 5148.57| 118.44000 13219.09| 114.00000 12723.54 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0017 402-07433 44.090 TON | 46.26000 2039.60| 227.54000 10032.24| 219.00000 9655.71 HMA SURFACE, TYPE B | | | 0018 402-07438 11.730 TON | 109.18000 1280.68| 563.13000 6605.51| 542.00000 6357.66 HMA INTERMEDIATE, TYPE B | | | 0019 502-06999 173.100 SYS | 45.00000 7789.50| 68.83000 11914.47| 66.25000 11467.88 PCCP, 8 IN. | | | 0020 603-03829 396.000 LFT | 50.00000 19800.00| 57.00000 22572.00| 58.00000 22968.00 FENCE , ORNAMENTAL, IRON | | | 0021 604-01920 496.000 SYS | 64.90000 32190.40| 67.53000 33494.88| 68.00000 33728.00 CONCRETE PAVERS | | | 0022 604-02007 16.000 SYS | 42.90000 686.40| 83.12000 1329.92| 80.00000 1280.00 SIDEWALK, CONCRETE, RECONSTRUCT | | | 0023 604-90256 22.220 SYS | 67.70000 1504.29| 136.00000 3021.92| 131.00000 2910.82 SIDEWALK, CONCRETE, 6 IN. , REINFORCED | | | 0024 604-91531 984.490 SYS | 28.65000 28205.64| 61.30000 60349.24| 59.00000 58084.91 SIDEWALK, CONCRETE, 4 IN. | | | 0025 605-06120 1396.000 LFT | 13.05000 18217.80| 21.81000 30446.76| 21.00000 29316.00 CURB, CONCRETE | | | 0026 611-05330 21.790 SYS | 45.66000 994.93| 47.79000 1041.34| 46.00000 1002.34 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0027 616-02320 496.000 SYS | 2.00000 992.00| 1.29000 639.84| 3.00000 1488.00 GEOTEXTILES | | | 0028 621-98038 5.810 CYS | 91.00000 528.71| 94.54000 549.28| 91.00000 528.71 MULCH, HARDWOOD SHREDDED BARK | | | 0029 622-03948 38.000 EACH| 58.50000 2223.00| 60.78000 2309.64| 59.00000 2242.00 PLANTER , HANGING BASKET | | | 0030 622-03948 4.000 EACH| 30.00000 120.00| 31.17000 124.68| 30.00000 120.00 PLANTER , HANGING BASKET (TO BE | | | WAREHOUSED) | | | 0031 622-03949 8.000 EACH| 750.00000 6000.00| 760.00000 6080.00| 715.00000 5720.00 TRASH RECEPTACLE, ORNAMENTAL , | | | ORNAMENTAL | | | 0032 622-05616 60.000 EACH| 94.50000 5670.00| 98.18000 5890.80| 95.00000 5700.00 PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 18 TO 24 IN. | | | 0033 622-05639 12.000 EACH| 98.00000 1176.00| 101.82000 1221.84| 98.00000 1176.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1262778 |(3) 62-1339540 |BUCKO CONSTRUCTION |MIDWESTERN ELECTRIC |HAWK ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 622-05654 132.000 EACH| 15.75000 2079.00| 16.36000 2159.52| 15.75000 2079.00 PLANT, PERENNIAL | | | 0035 622-06573 1.000 EACH| 33140.00000 33140.00| 22560.00000 22560.00| 35140.00000 35140.00 IRRIGATION | | | 0036 712-03812 8.000 EACH| 950.00000 7600.00| 1005.00000 8040.00| 995.00000 7960.00 BENCH , ORNAMENTAL | | | 0037 712-03812 3.000 EACH| 1400.00000 4200.00| 1245.00000 3735.00| 1150.00000 3450.00 BENCH , ORNAMENTAL WITH BACKREST | | | 0038 720-44000 3.000 EACH| 300.00000 900.00| 259.75000 779.25| 380.00000 1140.00 CASTING, ADJUST TO GRADE | | | 0039 722-60824 35.550 SYS | 47.65000 1693.96| 75.84000 2696.11| 73.00000 2595.15 SURFACE MILLING | | | 0040 801-04308 8.000 EACH| 89.00000 712.00| 92.47000 739.76| 89.00000 712.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06207 4705.000 LFT | 0.80000 3764.00| 0.83000 3905.15| 0.80000 3764.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06218 40.000 LFT | 4.94000 197.60| 5.13000 205.20| 4.94000 197.60 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. , STOP LINE | | | 0043 801-06625 26.000 EACH| 47.00000 1222.00| 48.83000 1269.58| 47.00000 1222.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 21.000 EACH| 76.00000 1596.00| 78.96000 1658.16| 76.00000 1596.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 1.000 EACH| 24.00000 24.00| 24.93000 24.93| 24.00000 24.00 CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 10000.00000 10000.00| 9300.00000 9300.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0047 801-07119 156.000 LFT | 5.19000 809.64| 5.39000 840.84| 5.19000 809.64 BARRICADE, III-B | | | 0048 802-05701 125.000 LFT | 7.29000 911.25| 15.70000 1962.50| 12.00000 1500.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0049 802-87715 1.000 EACH| 48.59000 48.59| 95.00000 95.00| 100.00000 100.00 GROUND ROD WITH CONNECTOR (FOR SERVICE | | | POINT) | | | 0050 805-01816 1.000 EACH| 1408.99000 1408.99| 750.00000 750.00| 700.00000 700.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 8FT. | | | 0051 805-01843 7.000 EACH| 242.93000 1700.51| 225.00000 1575.00| 300.00000 2100.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1262778 |(3) 62-1339540 |BUCKO CONSTRUCTION |MIDWESTERN ELECTRIC |HAWK ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-02037 1.000 EACH| 8939.77000 8939.77| 7570.00000 7570.00| 6000.00000 6000.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | ORNAMENTAL | | | 0053 805-02069 2.000 EACH| 9114.68000 18229.36| 7730.00000 15460.00| 6050.00000 12100.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | ORNAMENTAL | | | 0054 805-02072 1.000 EACH| 9377.05000 9377.05| 8025.00000 8025.00| 6100.00000 6100.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | ORNAMENTAL | | | 0055 805-02152 8.000 EACH| 485.86000 3886.88| 340.00000 2720.00| 340.00000 2720.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0056 805-05698 3.000 EACH| 1166.05000 3498.15| 625.00000 1875.00| 625.00000 1875.00 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0057 805-06592 350.000 LFT | 10.69000 3741.50| 9.25000 3237.50| 9.00000 3150.00 CONDUIT, STEEL, GALVANIZED, 2 IN. (FOR | | | LIGHTING) | | | 0058 805-06592 25.000 LFT | 10.69000 267.25| 9.25000 231.25| 20.00000 500.00 CONDUIT, STEEL, GALVANIZED, 2 IN. (FOR | | | TRAFFIC SIGNAL) | | | 0059 805-06595 2150.000 LFT | 4.85000 10427.50| 3.70000 7955.00| 5.00000 10750.00 CONDUIT, PVC, 2 IN. (SCHED. 40, FOR | | | ELECTRIC) | | | 0060 805-78205 8.000 EACH| 563.59000 4508.72| 565.00000 4520.00| 475.00000 3800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0061 805-78480 450.000 LFT | 0.68000 306.00| 0.90000 405.00| 1.50000 675.00 SIGNAL CABLE, 3C 14GA. | | | 0062 805-78485 875.000 LFT | 0.78000 682.50| 1.05000 918.75| 0.75000 656.25 SIGNAL CABLE, 5C 14GA. | | | 0063 805-78490 425.000 LFT | 0.87000 369.75| 1.20000 510.00| 1.00000 425.00 SIGNAL CABLE, 7C 14GA. | | | 0064 805-92951 3.000 EACH| 242.93000 728.79| 230.00000 690.00| 300.00000 900.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0065 805-95889 1200.000 LFT | 0.19000 228.00| 0.30000 360.00| 0.30000 360.00 WIRE, NO. 10 COPPER, 1C | | | 0066 805-96014 4219.000 LFT | 2.00000 8438.00| 0.77000 3248.63| 0.80000 3375.20 SAW CUT, FULL DEPTH | | | 0067 805-96121 8.000 EACH| 97.17000 777.36| 75.00000 600.00| 100.00000 800.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1262778 |(3) 62-1339540 |BUCKO CONSTRUCTION |MIDWESTERN ELECTRIC |HAWK ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 807-02191 1.000 EACH| 825.96000 825.96| 2250.00000 2250.00| 500.00000 500.00 HANDHOLE, LIGHTING | | | 0069 807-02817 19.000 EACH| 340.10000 6461.90| 485.00000 9215.00| 500.00000 9500.00 CONCRETE FOUNDATION WITH GROUNDING, 24 | | | IN. X 24 IN. X 72 IN. | | | 0070 807-03951 19.000 EACH| 3789.69000 72004.11| 3460.00000 65740.00| 3400.00000 64600.00 LIGHT POLE, ORNAMENTAL , ORNAMENTAL, | | | WITH FIXTURE | | | 0071 807-03951 2.000 EACH| 3643.93000 7287.86| 3190.00000 6380.00| 3450.00000 6900.00 LIGHT POLE, ORNAMENTAL , ORNAMENTAL, | | | WITH FIXTURE (TO BE WAREHO | | | 0072 807-04651 10000.000 LFT | 0.29000 2900.00| 0.54000 5400.00| 0.65000 6500.00 WIRE , THWN, NO. 6 COPPER STRANDED | | | 0073 807-04651 100.000 LFT | 0.39000 39.00| 0.54000 54.00| 1.00000 100.00 WIRE NO. 6, STRANDED, BARE CU GROUND | | | 0074 807-86810 1.000 EACH| 4081.20000 4081.20| 4100.00000 4100.00| 3000.00000 3000.00 SERVICE POINT, II | | | 0075 807-95709 1.000 EACH| 29.15000 29.15| 18.00000 18.00| 30.00000 30.00 PHOTOCELLS | | | 0076 808-06716 696.000 LFT | 0.45000 313.20| 0.46000 320.16| 0.45000 313.20 LINE, REMOVE | | | SECTION TOTALS | $ 494,339.26| $ 534,563.07| $ 535,142.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 494,339.26| $ 534,563.07| $ 535,142.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0461550 | | |LARSON-DANIELSON CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, DOWNTOWN STREETSCAPE | | | 0001 105-06845 LUMP| 33788.91000 33788.91| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1748.58000 8742.90| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20516.30000 20516.30| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 1636.520 LFT | 4.89000 8002.58| | CURB, CONCRETE, REMOVE | | | 0005 202-52710 1550.520 SYS | 7.63000 11830.47| | SIDEWALK, CONCRETE, REMOVE | | | 0006 202-78515 LUMP| 3815.00000 3815.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-93763 12.000 EACH| 436.00000 5232.00| | LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0008 203-02000 194.410 CYS | 24.45000 4753.32| | EXCAVATION, COMMON | | | 0009 203-05859 35.000 CYS | 140.61000 4921.35| | FILL MATERIAL, PLANTER | | | 0010 210-07707 396.000 LFT | 38.13000 15099.48| | PLANTER CURB | | | 0011 210-07708 70.000 SYS | 4.72000 330.40| | WEED CONTROL BARRIER | | | 0012 211-02050 13.790 CYS | 158.48000 2185.44| | B BORROW | | | 0013 301-07448 262.320 TON | 53.21000 13958.05| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 304-07489 0.780 TON | 654.00000 510.12| | HMA PATCHING, TYPE A | | | 0015 305-07466 329.720 SYS | 30.54000 10069.65| | PCC BASE PATCHING, 11 IN. | | | 0016 401-07429 111.610 TON | 124.26000 13868.66| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0017 402-07433 44.090 TON | 238.71000 10524.72| | HMA SURFACE, TYPE B | | | 0018 402-07438 11.730 TON | 590.78000 6929.85| | HMA INTERMEDIATE, TYPE B | | | 0019 502-06999 173.100 SYS | 41.79000 7233.85| | PCCP, 8 IN. | | | 0020 603-03829 396.000 LFT | 62.95000 24928.20| | FENCE , ORNAMENTAL, IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0461550 | | |LARSON-DANIELSON CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 604-01920 496.000 SYS | 74.12000 36763.52| | CONCRETE PAVERS | | | 0022 604-02007 16.000 SYS | 32.63000 522.08| | SIDEWALK, CONCRETE, RECONSTRUCT | | | 0023 604-90256 22.220 SYS | 166.15000 3691.85| | SIDEWALK, CONCRETE, 6 IN. , REINFORCED | | | 0024 604-91531 984.490 SYS | 32.41000 31907.32| | SIDEWALK, CONCRETE, 4 IN. | | | 0025 605-06120 1396.000 LFT | 16.89000 23578.44| | CURB, CONCRETE | | | 0026 611-05330 21.790 SYS | 37.17000 809.93| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0027 616-02320 496.000 SYS | 2.18000 1081.28| | GEOTEXTILES | | | 0028 621-98038 5.810 CYS | 99.24000 576.58| | MULCH, HARDWOOD SHREDDED BARK | | | 0029 622-03948 38.000 EACH| 63.77000 2423.26| | PLANTER , HANGING BASKET | | | 0030 622-03948 4.000 EACH| 32.70000 130.80| | PLANTER , HANGING BASKET (TO BE | | | WAREHOUSED) | | | 0031 622-03949 8.000 EACH| 773.90000 6191.20| | TRASH RECEPTACLE, ORNAMENTAL , | | | ORNAMENTAL | | | 0032 622-05616 60.000 EACH| 103.01000 6180.60| | PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 18 TO 24 IN. | | | 0033 622-05639 12.000 EACH| 106.82000 1281.84| | PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0034 622-05654 132.000 EACH| 17.17000 2266.44| | PLANT, PERENNIAL | | | 0035 622-06573 1.000 EACH| 38302.60000 38302.60| | IRRIGATION | | | 0036 712-03812 8.000 EACH| 1040.00000 8320.00| | BENCH , ORNAMENTAL | | | 0037 712-03812 3.000 EACH| 1267.67000 3803.01| | BENCH , ORNAMENTAL WITH BACKREST | | | 0038 720-44000 3.000 EACH| 150.06000 450.18| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0461550 | | |LARSON-DANIELSON CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 722-60824 35.550 SYS | 15.33000 544.98| | SURFACE MILLING | | | 0040 801-04308 8.000 EACH| 97.01000 776.08| | ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06207 4705.000 LFT | 0.87000 4093.35| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06218 40.000 LFT | 5.40000 216.00| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. , STOP LINE | | | 0043 801-06625 26.000 EACH| 51.23000 1331.98| | DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 21.000 EACH| 82.84000 1739.64| | CONSTRUCTION SIGN, A | | | 0045 801-06645 1.000 EACH| 26.16000 26.16| | CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 6670.85000 6670.85| | MAINTAINING TRAFFIC | | | 0047 801-07119 156.000 LFT | 5.66000 882.96| | BARRICADE, III-B | | | 0048 802-05701 125.000 LFT | 8.18000 1022.50| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0049 802-87715 1.000 EACH| 54.50000 54.50| | GROUND ROD WITH CONNECTOR (FOR SERVICE | | | POINT) | | | 0050 805-01816 1.000 EACH| 1580.51000 1580.51| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 8FT. | | | 0051 805-01843 7.000 EACH| 150.11000 1050.77| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0052 805-02037 1.000 EACH| 10028.07000 10028.07| | SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | ORNAMENTAL | | | 0053 805-02069 2.000 EACH| 10224.27000 20448.54| | SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | ORNAMENTAL | | | 0054 805-02072 1.000 EACH| 10518.57000 10518.57| | SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | ORNAMENTAL | | | 0055 805-02152 8.000 EACH| 545.00000 4360.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0461550 | | |LARSON-DANIELSON CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 805-05698 3.000 EACH| 1326.18000 3978.54| | SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0057 805-06592 350.000 LFT | 11.99000 4196.50| | CONDUIT, STEEL, GALVANIZED, 2 IN. (FOR | | | LIGHTING) | | | 0058 805-06592 25.000 LFT | 11.99000 299.75| | CONDUIT, STEEL, GALVANIZED, 2 IN. (FOR | | | TRAFFIC SIGNAL) | | | 0059 805-06595 2150.000 LFT | 5.45000 11717.50| | CONDUIT, PVC, 2 IN. (SCHED. 40, FOR | | | ELECTRIC) | | | 0060 805-78205 8.000 EACH| 632.20000 5057.60| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0061 805-78480 450.000 LFT | 0.76000 342.00| | SIGNAL CABLE, 3C 14GA. | | | 0062 805-78485 875.000 LFT | 0.87000 761.25| | SIGNAL CABLE, 5C 14GA. | | | 0063 805-78490 425.000 LFT | 0.98000 416.50| | SIGNAL CABLE, 7C 14GA. | | | 0064 805-92951 3.000 EACH| 272.50000 817.50| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0065 805-95889 1200.000 LFT | 0.22000 264.00| | WIRE, NO. 10 COPPER, 1C | | | 0066 805-96014 4219.000 LFT | 3.26000 13753.94| | SAW CUT, FULL DEPTH | | | 0067 805-96121 8.000 EACH| 109.00000 872.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0068 807-02191 1.000 EACH| 926.51000 926.51| | HANDHOLE, LIGHTING | | | 0069 807-02817 19.000 EACH| 507.71000 9646.49| | CONCRETE FOUNDATION WITH GROUNDING, 24 | | | IN. X 24 IN. X 72 IN. | | | 0070 807-03951 19.000 EACH| 4251.03000 80769.57| | LIGHT POLE, ORNAMENTAL , ORNAMENTAL, | | | WITH FIXTURE | | | 0071 807-03951 2.000 EACH| 4087.53000 8175.06| | LIGHT POLE, ORNAMENTAL , ORNAMENTAL, | | | WITH FIXTURE (TO BE WAREHO | | | 0072 807-04651 10000.000 LFT | 0.33000 3300.00| | WIRE , THWN, NO. 6 COPPER STRANDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 385 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,747.64 ROUTE : CALL ORDER : 385 CONTRACT ID : R -26895-B COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0461550 | | |LARSON-DANIELSON CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 807-04651 100.000 LFT | 0.44000 44.00| | WIRE NO. 6, STRANDED, BARE CU GROUND | | | 0074 807-86810 1.000 EACH| 4578.03000 4578.03| | SERVICE POINT, II | | | 0075 807-95709 1.000 EACH| 32.70000 32.70| | PHOTOCELLS | | | 0076 808-06716 696.000 LFT | 0.49000 341.04| | LINE, REMOVE | | | SECTION TOTALS | $ 591,158.12| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 591,158.12| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 71,222,210.56 ROUTE : I-80 CALL ORDER : 400 CONTRACT ID : R -26991-A COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/15/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0801158 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 55,326,500.00 100.0000% 2 99-9990064 SUPERIOR CONSTR/E & B PAVING JV $ 61,940,000.00 111.9535% 3 36-2231526 WALSH CONSTR CO OF ILL $ 66,838,629.00 120.8076% 4 38-1383205 AJAX PAVING INDUSTRIES $108,712,500.00 196.4926% ==================================================================================================================================== |(1) 35-0918397 |(2) 99-9990064 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTR/E & B PAVING|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DESIGN BUILD, ADDED TRAVEL LANES, BRIDGE REPLACEMENT, SIGN MODERNIZATION, HIGHWAY LIGHTING MODERNIZATION | | | 0001 104-05404 LUMP|55249000.00000 55249000.00|61890000.00000 61890000.00|66713629.00000 66713629.00 DESIGN/BUILD | | | 0002 702-06850 50.000 EACH| 1550.00000 77500.00| 1000.00000 50000.00| 2500.00000 125000.00 SOUND BARRIER PANEL, REPLACE | | | SECTION TOTALS | $ 55,326,500.00| $ 61,940,000.00| $ 66,838,629.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 55,326,500.00| $ 61,940,000.00| $ 66,838,629.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 71,222,210.56 ROUTE : I-80 CALL ORDER : 400 CONTRACT ID : R -26991-A COUNTIES : LAKE LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1383205 | | |AJAX PAVING INDUSTRIES | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DESIGN BUILD, ADDED TRAVEL LANES, BRIDGE REPLACEMENT, SIGN MODERNIZATION, HIGHWAY LIGHTING MODERNIZATION | | | 0001 104-05404 LUMP|108620000.000 108620000.00| | DESIGN/BUILD | | | 0002 702-06850 50.000 EACH| 1850.000 92500.00| | SOUND BARRIER PANEL, REPLACE | | | SECTION TOTALS | $108,712,500.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $108,712,500.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,290.34 ROUTE : 70 CALL ORDER : 411 CONTRACT ID : R -27057-B COUNTIES : CLAY MORGAN LETTING DATE : 08/12/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0701104 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 565,684.00 100.0000% ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06657 4.000 MOS | 210.00000 840.00| | PHONE, CELLULAR | | | 0002 105-06845 LUMP| 7000.00000 7000.00| | CONSTRUCTION ENGINEERING | | | 0003 105-07038 4.000 MOS | 2405.00000 9620.00| | FIELD OFFICE, A | | | 0004 110-01001 LUMP| 28600.00000 28600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-60820 1074.000 SYS | 16.00000 17184.00| | SURFACE MILLING, ASPHALT | | | 0006 211-07454 31.000 CYS | 185.00000 5735.00| | STRUCTURE BACKFILL | | | 0007 304-07491 432.000 TON | 155.00000 66960.00| | HMA PATCHING, TYPE C | | | 0008 304-07491 18.000 TON | 775.00000 13950.00| | HMA PATCHING, TYPE C Shoulder Patching | | | 0009 406-05520 0.790 TON | 200.00000 158.00| | ASPHALT FOR TACK COAT | | | 0010 503-05240 492.000 LFT | 17.00000 8364.00| | D-1 CONTRACTION JOINT | | | 0011 506-06333 1107.000 SYS | 145.00000 160515.00| | PCCP PATCHING, FULL DEPTH | | | 0012 715-05048 100.000 LFT | 24.00000 2400.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0013 715-05053 1140.000 LFT | 40.00000 45600.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0014 715-05203 100.000 LFT | 22.00000 2200.00| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0015 718-06529 15.000 EACH| 600.00000 9000.00| | OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 659,290.34 ROUTE : 70 CALL ORDER : 411 CONTRACT ID : R -27057-B COUNTIES : CLAY MORGAN LETTING DATE : 08/12/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 718-06531 25.000 EACH| 600.00000 15000.00| | OUTLET PROTECTOR, 3 | | | 0017 718-52610 436.000 CYS | 53.00000 23108.00| | AGGREGATE FOR UNDERDRAINS | | | 0018 801-01093 10.000 EACH| 750.00000 7500.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0019 801-06198 90.000 DAY | 475.00000 42750.00| | PATROLLER | | | 0020 801-06207 25000.000 LFT | 0.50000 12500.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 36.000 EACH| 70.00000 2520.00| | CONSTRUCTION SIGN, A | | | 0022 801-06645 5.000 EACH| 40.00000 200.00| | CONSTRUCTION SIGN, B | | | 0023 801-06710 180.000 DAY | 12.50000 2250.00| | FLASHING ARROW SIGN | | | 0024 801-06775 LUMP| 70800.00000 70800.00| | MAINTAINING TRAFFIC | | | 0025 801-09133 1.000 EACH| 5100.00000 5100.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0026 808-06702 400.000 LFT | 6.50000 2600.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0027 808-06713 840.000 LFT | 1.50000 1260.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0028 808-06714 660.000 LFT | 1.50000 990.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0029 808-06716 1200.000 LFT | 0.35000 420.00| | LINE, REMOVE | | | 0030 808-75996 40.000 EACH| 14.00000 560.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 565,684.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 565,684.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,718.33 ROUTE : 69 CALL ORDER : 431 CONTRACT ID : RS-27083-A COUNTIES : ALLEN LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/17/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0694125 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 329,869.14 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 385,122.89 116.7502% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, 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 105-07039 3.000 MOS | 1200.00000 3600.00| 1790.00000 5370.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 5735.00000 5735.00| 19000.00000 19000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 64000.000 SYS | 0.65000 41600.00| 0.56000 35840.00| SURFACE MILLING, ASPHALT | | | 0004 304-07491 450.000 TON | 100.00000 45000.00| 140.00000 63000.00| HMA PATCHING, TYPE C | | | 0005 401-06264 LUMP| 2250.00000 2250.00| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0006 401-07337 5045.000 TON | 38.68000 195140.60| 40.15000 202556.75| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0007 406-05520 14.680 TON | 150.00000 2202.00| 220.00000 3229.60| ASPHALT FOR TACK COAT | | | 0009 801-06207 2450.000 LFT | 0.75000 1837.50| 0.72000 1764.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 28.000 EACH| 73.00000 2044.00| 200.00000 5600.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 3300.00000 3300.00| 19300.00000 19300.00| MAINTAINING TRAFFIC | | | 0012 808-06702 5960.000 LFT | 0.32000 1907.20| 0.32000 1907.20| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0013 808-06703 22842.000 LFT | 0.26000 5938.92| 0.26000 5938.92| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0014 808-75245 22842.000 LFT | 0.26000 5938.92| 0.26000 5938.92| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/14/03 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,718.33 ROUTE : 69 CALL ORDER : 431 CONTRACT ID : RS-27083-A COUNTIES : ALLEN LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75256 1250.000 LFT | 2.00000 2500.00| 2.00000 2500.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0016 808-75996 350.000 EACH| 2.50000 875.00| 1.65000 577.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0017 808-75998 350.000 EACH| 20.00000 7000.00| 20.00000 7000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0018 801-01093 4.000 EACH| 750.00000 3000.00| 900.00000 3600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | SECTION TOTALS | $ 329,869.14| $ 385,122.89| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,869.14| $ 385,122.89| ====================================================================================================================================