INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,543.05 ROUTE : 24X CALL ORDER : 271 CONTRACT ID : RS-25209-A COUNTIES : WABASH LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 146000F 146000F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 499,221.72 100.0000% 2 35-1486233 GEIGER DEVELOPING INC. $ 525,671.00 105.2981% 3 35-1139301 E & B PAVING, INC. $ 534,732.94 107.1133% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1486233 |(3) 35-1139301 |PHEND & BROWN, INC. |GEIGER DEVELOPING INC. |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 9.000 MOS | 900.00000 8100.00| 650.89000 5858.01| 500.00000 4500.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 5869.30000 5869.30| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25700.00000 25700.00| 33838.00000 33838.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 7278.68000 7278.68| 8200.00000 8200.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 133.300 SYS | 8.00000 1066.40| 8.48000 1130.38| 12.70000 1692.91 PAVEMENT, REMOVE | | | 0006 202-02241 30.000 LFT | 10.00000 300.00| 19.25000 577.50| 5.00000 150.00 GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 300.00000 300.00| 289.05000 289.05| 350.00000 350.00 HEADWALL, REMOVE | | | 0008 202-02286 2.000 EACH| 9000.00000 18000.00| 21161.00000 42322.00| 15850.00000 31700.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 540.000 SYS | 6.90000 3726.00| 6.75000 3645.00| 6.75000 3645.00 SURFACE MILLING, ASPHALT | | | 0010 203-02080 0.070 MILE| 40000.00000 2800.00| 107624.57000 7533.72| 94500.00000 6615.00 LINEAR GRADING | | | 0011 203-90014 7.900 STA | 1000.00000 7900.00| 654.00000 5166.60| 235.00000 1856.50 LINEAR GRADING , DITCH GRADING | | | 0012 205-02224 525.000 LFT | 2.00000 1050.00| 2.50000 1312.50| 1.78000 934.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 32.000 LFT | 5.00000 160.00| 1.90000 60.80| 3.95000 126.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,543.05 ROUTE : 24X CALL ORDER : 271 CONTRACT ID : RS-25209-A COUNTIES : WABASH LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1486233 |(3) 35-1139301 |PHEND & BROWN, INC. |GEIGER DEVELOPING INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 413.200 CYS | 25.00000 10330.00| 21.25000 8780.50| 23.25000 9606.90 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04075 1800.000 TON | 14.00000 25200.00| 21.60000 38880.00| 21.60000 38880.00 COMPACTED AGGREGATE, O, 73 | | | 0016 303-52308 100.000 TON | 25.00000 2500.00| 3.56000 356.00| 1.00000 100.00 COMPACTED AGGREGATE, O, 53 | | | 0017 305-05204 100.000 TON | 130.00000 13000.00| 64.00000 6400.00| 49.50000 4950.00 HMA FOR PATCHING | | | 0018 402-05477 5600.000 TON | 28.50000 159600.00| 32.00000 179200.00| 31.66000 177296.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 406-05520 28.000 TON | 150.00000 4200.00| 160.00000 4480.00| 165.00000 4620.00 ASPHALT FOR TACK COAT | | | 0020 610-05527 210.000 TON | 61.00000 12810.00| 85.80000 18018.00| 64.35000 13513.50 HMA FOR APPROACHES | | | 0021 615-06490 9.000 EACH| 200.00000 1800.00| 204.28000 1838.52| 133.00000 1197.00 RIGHT OF WAY MARKER | | | 0022 616-02320 850.000 SYS | 2.50000 2125.00| 2.34000 1989.00| 2.10000 1785.00 GEOTEXTILES | | | 0023 616-06405 450.000 TON | 19.00000 8550.00| 22.09000 9940.50| 28.90000 13005.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 375.00000 375.00| 375.00000 375.00| 375.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06545 0.500 TON | 850.00000 425.00| 860.00000 430.00| 850.00000 425.00 FERTILIZER | | | 0026 621-06553 175.000 LBS | 5.85000 1023.75| 5.85000 1023.75| 5.85000 1023.75 SEED MIXTURE, R | | | 0027 621-06565 2.200 TON | 650.00000 1430.00| 650.00000 1430.00| 650.00000 1430.00 MULCHING MATERIAL | | | 0028 714-07022 92.000 LFT | 1585.00000 145820.00| 1198.98000 110306.16| 1250.00000 115000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 20 FT. X 6 FT. | | | 0029 715-01354 337.000 LFT | 17.00000 5729.00| 7.30000 2460.10| 23.25000 7835.25 CLEAN EXISTING PIPE | | | 0030 715-02629 2.000 EACH| 280.00000 560.00| 785.56000 1571.12| 670.00000 1340.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0031 715-05121 72.000 LFT | 40.00000 2880.00| 48.90000 3520.80| 35.00000 2520.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0032 715-41050 18.000 LFT | 30.00000 540.00| 58.11000 1045.98| 35.00000 630.00 PIPE, REINFORCED CONCRETE, III, 15 IN. | | | 0033 715-46005 2.000 EACH| 260.00000 520.00| 217.17000 434.34| 240.00000 480.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,543.05 ROUTE : 24X CALL ORDER : 271 CONTRACT ID : RS-25209-A COUNTIES : WABASH LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1486233 |(3) 35-1139301 |PHEND & BROWN, INC. |GEIGER DEVELOPING INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-04308 5.000 EACH| 116.00000 580.00| 116.00000 580.00| 116.00000 580.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0035 801-06207 2616.000 LFT | 1.30000 3400.80| 0.05000 130.80| 0.85000 2223.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06606 12.000 EACH| 53.00000 636.00| 53.00000 636.00| 53.00000 636.00 BARRICADE, IIIB | | | 0037 801-06640 35.000 EACH| 83.00000 2905.00| 83.00000 2905.00| 83.00000 2905.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 2100.00000 2100.00| 1300.00000 1300.00| 28750.00000 28750.00 MAINTAINING TRAFFIC | | | 0039 808-06713 52647.000 LFT | 0.05000 2632.35| 0.05000 2632.35| 0.05000 2632.35 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-75240 7200.000 LFT | 0.22000 1584.00| 0.23000 1656.00| 0.23000 1656.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0041 808-75245 28986.000 LFT | 0.22000 6376.92| 0.23000 6666.78| 0.23000 6666.78 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75996 543.000 EACH| 5.50000 2986.50| 3.32000 1802.76| 3.50000 1900.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 499,221.72| $ 525,671.00| $ 534,732.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 499,221.72| $ 525,671.00| $ 534,732.94 ====================================================================================================================================