INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/28/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2311003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1414941 BRUMBAUGH & LACY INC. $ 406,987.58 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 430,407.30 105.7544% 3 35-1438272 DAVES EXCAVATING, INC. $ 462,910.67 113.7407% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 483,044.57 118.6877% 5 35-1058755 BAKER & SCHULTZ, INC. $ 486,654.60 119.5748% 6 35-1912582 EDSAM CONSTRUCTION, INC. $ 508,189.02 124.8659% 7 35-1991044 JOHNSON COMPANY INC. $ 535,885.97 131.6713% 8 35-1486233 GEIGER DEVELOPING INC. $ 574,954.79 141.2708% 9 35-1817574 YARDBERRY LANDSCAPE CONDITIONAL BID $ 582,953.19 143.2361% ==================================================================================================================================== |(1) 34-1414941 |(2) 35-1065659 |(3) 35-1438272 |BRUMBAUGH & LACY INC. |BROOKS CONSTRUCTION |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 54338.00000 54338.00| 2960.00000 2960.00| 21740.00000 21740.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 344.25000 2065.50| 1000.00000 6000.00| 1230.00000 7380.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 11325.00000 11325.00| 31500.00000 31500.00| 17260.00000 17260.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 6400.00000 6400.00| 2567.00000 2567.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 2.000 EACH| 10375.00000 20750.00| 3000.00000 6000.00| 9676.00000 19352.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 3994.000 m2 | 0.61000 2436.34| 1.00000 3994.00| 1.33000 5312.02 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2010.000 m3 | 4.41000 8864.10| 16.00000 32160.00| 17.65000 35476.50 EXCAVATION, COMMON | | | 0008 205-03371 45.000 m3 | 11.11000 499.95| 16.00000 720.00| 9.80000 441.00 SEDIMENT REMOVE | | | 0009 205-06931 55.000 Mg | 16.23000 892.65| 42.00000 2310.00| 47.43000 2608.65 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 1.000 EACH| 100.00000 100.00| 45.00000 45.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 180.000 Mg | 15.25000 2745.00| 22.40000 4032.00| 39.03000 7025.40 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-1414941 |(2) 35-1065659 |(3) 35-1438272 |BRUMBAUGH & LACY INC. |BROOKS CONSTRUCTION |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 207-06499 2400.000 m2 | 7.00000 16800.00| 8.00000 19200.00| 9.87000 23688.00 SUBGRADE TREATMENT | | | 0013 211-02050 50.000 m3 | 110.00000 5500.00| 35.00000 1750.00| 30.30000 1515.00 B BORROW | | | 0014 211-02060 584.000 m3 | 14.04000 8199.36| 40.00000 23360.00| 30.30000 17695.20 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 100.000 m3 | 65.00000 6500.00| 75.00000 7500.00| 82.28000 8228.00 FLOWABLE MORTAR | | | 0016 303-52308 2212.000 Mg | 18.00000 39816.00| 13.00000 28756.00| 14.00000 30968.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 137.900 Mg | 45.00000 6205.50| 32.00000 4412.80| 32.00000 4412.80 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 510.500 Mg | 45.50000 23227.75| 28.00000 14294.00| 28.00000 14294.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 320.300 Mg | 49.00000 15694.70| 40.00000 12812.00| 40.00000 12812.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 450.000 Mg | 45.50000 20475.00| 30.00000 13500.00| 30.00000 13500.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 1667.000 m2 | 3.40000 5667.80| 1.50000 2500.50| 1.50000 2500.50 SEAL COAT, 2 | | | 0022 405-05518 2077.000 m2 | 1.20000 2492.40| 0.60000 1246.20| 0.60000 1246.20 ASPHALT FOR PRIME COAT | | | 0023 406-05521 8171.000 m2 | 0.12000 980.52| 0.06000 490.26| 0.06000 490.26 ASPHALT FOR TACK COAT | | | 0024 502-06627 52.900 m2 | 3.20000 169.28| 40.00000 2116.00| 60.00000 3174.00 PCCP, 150 mm | | | 0025 601-01846 2.000 EACH| 1700.00000 3400.00| 1495.00000 2990.00| 1495.00000 2990.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06854 4.000 EACH| 1900.00000 7600.00| 1510.00000 6040.00| 1510.00000 6040.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 6.000 EACH| 2100.00000 12600.00| 1900.00000 11400.00| 1900.00000 11400.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 800.00000 800.00| 1050.00000 1050.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 354.330 m | 29.00000 10275.57| 33.00000 11692.89| 33.00000 11692.89 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-05527 34.800 Mg | 50.00000 1740.00| 71.00000 2470.80| 71.00000 2470.80 HMA FOR APPROACHES | | | 0031 611-06497 2.000 EACH| 140.00000 280.00| 100.00000 200.00| 100.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-1414941 |(2) 35-1065659 |(3) 35-1438272 |BRUMBAUGH & LACY INC. |BROOKS CONSTRUCTION |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 615-06490 27.000 EACH| 67.00000 1809.00| 100.00000 2700.00| 100.00000 2700.00 RIGHT OF WAY MARKER | | | 0033 615-06505 4.000 EACH| 186.00000 744.00| 520.00000 2080.00| 520.00000 2080.00 MONUMENT, B | | | 0034 616-02320 798.000 m2 | 0.74000 590.52| 1.50000 1197.00| 2.66000 2122.68 GEOTEXTILES | | | 0035 616-06405 301.000 Mg | 22.59000 6799.59| 20.00000 6020.00| 21.90000 6591.90 RIPRAP, REVETMENT | | | 0036 616-06451 8.000 Mg | 31.25000 250.00| 40.00000 320.00| 24.90000 199.20 RIPRAP, UNIFORM | | | 0037 621-01004 1.000 EACH| 575.00000 575.00| 200.00000 200.00| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 940.000 m2 | 0.50000 470.00| 2.30000 2162.00| 2.50000 2350.00 EROSION CONTROL BLANKET | | | 0039 621-06548 1.000 kg | 55.00000 55.00| 65.00000 65.00| 55.00000 55.00 SEED MIXTURE, CV | | | 0040 621-06557 54.000 kg | 16.35000 882.90| 6.80000 367.20| 16.35000 882.90 SEED MIXTURE, T | | | 0041 621-06565 2.700 Mg | 461.00000 1244.70| 645.00000 1741.50| 461.00000 1244.70 MULCHING MATERIAL | | | 0042 621-06567 27.000 kL | 0.55000 14.85| 0.55000 14.85| 0.55000 14.85 WATER | | | 0043 621-06574 1247.000 m2 | 4.17000 5199.99| 4.08000 5087.76| 4.17000 5199.99 SODDING | | | 0044 621-06575 239.000 m2 | 4.17000 996.63| 4.08000 975.12| 4.17000 996.63 SODDING, NURSERY | | | 0045 702-51015 42.500 m3 | 57.00000 2422.50| 260.00000 11050.00| 296.00000 12580.00 CONCRETE, B, FOOTINGS | | | 0046 702-90915 32.900 m3 | 61.00000 2006.90| 475.00000 15627.50| 365.00000 12008.50 CONCRETE, A | | | 0047 703-51030 4093.000 kg | 0.56000 2292.08| 1.00000 4093.00| 1.82000 7449.26 REINFORCING STEEL | | | 0048 714-06277 20.200 m | 2446.00000 49409.20| 3150.00000 63630.00| 3200.00000 64640.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0049 714-26722 17.200 m | 1578.00000 27141.60| 2130.00000 36636.00| 2150.00000 36980.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2400 mm | | | 0050 715-05048 13.000 m | 1.97000 25.61| 10.00000 130.00| 25.39000 330.07 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-1414941 |(2) 35-1065659 |(3) 35-1438272 |BRUMBAUGH & LACY INC. |BROOKS CONSTRUCTION |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05052 4.000 m | 10.06000 40.24| 20.00000 80.00| 37.09000 148.36 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0052 715-05154 6.300 m | 52.48000 330.62| 65.00000 409.50| 113.75000 716.63 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0053 715-05169 16.700 m | 27.88000 465.60| 40.00000 668.00| 84.67000 1413.99 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-05203 5.000 m | 1.15000 5.75| 10.00000 50.00| 16.35000 81.75 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0055 715-05208 30.600 m | 13.55000 414.63| 20.00000 612.00| 43.53000 1332.02 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0056 715-05438 3.000 m | 4.10000 12.30| 15.00000 45.00| 29.90000 89.70 PIPE, DRAIN TILE TERMINAL SECTION, 100 | | | mm | | | 0057 715-05439 9.000 m | 7.84000 70.58| 20.00000 180.00| 33.10000 297.90 PIPE, DRAIN TILE TERMINAL SECTION, 150 | | | mm | | | 0058 715-05443 3.000 m | 17.75000 53.25| 25.00000 75.00| 62.00000 186.00 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0059 715-05444 3.000 m | 31.08000 93.24| 40.00000 120.00| 101.00000 303.00 PIPE, DRAIN TILE TERMINAL SECTION, 375 | | | mm | | | 0060 715-46005 4.000 EACH| 78.00000 312.00| 250.00000 1000.00| 173.00000 692.00 PIPE END SECTION, 375 mm | | | 0061 720-45030 1.000 EACH| 490.00000 490.00| 1500.00000 1500.00| 1010.00000 1010.00 INLET, E7 | | | 0062 801-04308 9.000 EACH| 78.00000 702.00| 78.00000 702.00| 78.00000 702.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06606 8.000 EACH| 58.00000 464.00| 58.00000 464.00| 58.00000 464.00 BARRICADE, IIIB | | | 0064 801-06625 37.000 EACH| 25.00000 925.00| 25.00000 925.00| 25.00000 925.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 21.000 EACH| 37.00000 777.00| 37.00000 777.00| 37.00000 777.00 CONSTRUCTION SIGN, A | | | 0066 802-05701 27.500 m | 15.50000 426.25| 15.50000 426.25| 15.50000 426.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0067 802-05702 10.900 m | 12.00000 130.80| 12.00000 130.80| 12.00000 130.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 0.360 m2 | 155.40000 55.94| 266.20000 95.83| 266.20000 95.83 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-1414941 |(2) 35-1065659 |(3) 35-1438272 |BRUMBAUGH & LACY INC. |BROOKS CONSTRUCTION |DAVES EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 802-76035 4.650 m2 | 158.80000 738.42| 235.65000 1095.77| 235.65000 1095.77 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 802-76045 1.240 m2 | 169.00000 209.56| 281.95000 349.62| 281.95000 349.62 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0071 804-06770 4.000 EACH| 15.00000 60.00| 20.30000 81.20| 20.30000 81.20 DELINEATOR POST | | | 0072 808-06712 131.250 m | 0.75000 98.44| 0.75000 98.44| 0.75000 98.44 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0073 808-06713 1050.000 m | 0.75000 787.50| 0.75000 787.50| 0.75000 787.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 1079.000 m | 0.19000 205.01| 0.19000 205.01| 0.19000 205.01 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-75996 34.000 EACH| 16.44000 558.96| 10.00000 340.00| 20.00000 680.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 34.000 EACH| 35.00000 1190.00| 35.00000 1190.00| 35.00000 1190.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 406,987.58| $ 430,407.30| $ 462,910.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 406,987.58| $ 430,407.30| $ 462,910.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1058755 |(6) 35-1912582 |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 9000.00000 9000.00| 8800.00000 8800.00| 11700.00000 11700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1200.00000 7200.00| 2000.00000 12000.00| 1430.00000 8580.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 24800.00000 24800.00| 25200.00000 25200.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7700.00000 7700.00| 1980.00000 1980.00| 7400.00000 7400.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 2.000 EACH| 17000.00000 34000.00| 10800.00000 21600.00| 16000.00000 32000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 3994.000 m2 | 0.61000 2436.34| 2.10000 8387.40| 2.97000 11862.18 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2010.000 m3 | 12.60000 25326.00| 23.00000 46230.00| 9.90000 19899.00 EXCAVATION, COMMON | | | 0008 205-03371 45.000 m3 | 18.00000 810.00| 15.00000 675.00| 22.00000 990.00 SEDIMENT REMOVE | | | 0009 205-06931 55.000 Mg | 40.00000 2200.00| 18.00000 990.00| 33.00000 1815.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 1.000 EACH| 100.00000 100.00| 115.00000 115.00| 66.00000 66.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 180.000 Mg | 29.00000 5220.00| 10.00000 1800.00| 33.00000 5940.00 TEMPORARY SEDIMENT TRAP | | | 0012 207-06499 2400.000 m2 | 13.00000 31200.00| 9.10000 21840.00| 8.80000 21120.00 SUBGRADE TREATMENT | | | 0013 211-02050 50.000 m3 | 27.70000 1385.00| 19.50000 975.00| 28.60000 1430.00 B BORROW | | | 0014 211-02060 584.000 m3 | 30.50000 17812.00| 19.50000 11388.00| 28.60000 16702.40 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 100.000 m3 | 69.00000 6900.00| 115.00000 11500.00| 88.00000 8800.00 FLOWABLE MORTAR | | | 0016 303-52308 2212.000 Mg | 14.00000 30968.00| 15.40000 34064.80| 17.60000 38931.20 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 137.900 Mg | 32.00000 4412.80| 35.20000 4854.08| 36.30000 5005.77 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 510.500 Mg | 28.00000 14294.00| 30.80000 15723.40| 30.80000 15723.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 320.300 Mg | 40.00000 12812.00| 44.00000 14093.20| 44.00000 14093.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 450.000 Mg | 30.00000 13500.00| 33.00000 14850.00| 35.20000 15840.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1058755 |(6) 35-1912582 |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 1667.000 m2 | 1.50000 2500.50| 1.65000 2750.55| 1.65000 2750.55 SEAL COAT, 2 | | | 0022 405-05518 2077.000 m2 | 0.60000 1246.20| 0.66000 1370.82| 0.66000 1370.82 ASPHALT FOR PRIME COAT | | | 0023 406-05521 8171.000 m2 | 0.06000 490.26| 0.07000 571.97| 0.11000 898.81 ASPHALT FOR TACK COAT | | | 0024 502-06627 52.900 m2 | 57.70000 3052.33| 51.00000 2697.90| 55.00000 2909.50 PCCP, 150 mm | | | 0025 601-01846 2.000 EACH| 1330.00000 2660.00| 1465.00000 2930.00| 1463.00000 2926.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06854 4.000 EACH| 2000.00000 8000.00| 2200.00000 8800.00| 2200.00000 8800.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 6.000 EACH| 2025.00000 12150.00| 2228.00000 13368.00| 2227.50000 13365.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 800.00000 800.00| 880.00000 880.00| 880.00000 880.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 354.330 m | 27.85000 9868.09| 30.70000 10877.93| 33.00000 11692.89 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-05527 34.800 Mg | 71.00000 2470.80| 78.10000 2717.88| 79.20000 2756.16 HMA FOR APPROACHES | | | 0031 611-06497 2.000 EACH| 165.00000 330.00| 182.00000 364.00| 181.50000 363.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 27.000 EACH| 105.00000 2835.00| 115.00000 3105.00| 115.50000 3118.50 RIGHT OF WAY MARKER | | | 0033 615-06505 4.000 EACH| 450.00000 1800.00| 495.00000 1980.00| 495.00000 1980.00 MONUMENT, B | | | 0034 616-02320 798.000 m2 | 1.00000 798.00| 1.40000 1117.20| 2.20000 1755.60 GEOTEXTILES | | | 0035 616-06405 301.000 Mg | 26.30000 7916.30| 17.60000 5297.60| 19.80000 5959.80 RIPRAP, REVETMENT | | | 0036 616-06451 8.000 Mg | 48.70000 389.60| 18.70000 149.60| 33.00000 264.00 RIPRAP, UNIFORM | | | 0037 621-01004 1.000 EACH| 575.00000 575.00| 632.00000 632.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 940.000 m2 | 2.50000 2350.00| 2.75000 2585.00| 2.20000 2068.00 EROSION CONTROL BLANKET | | | 0039 621-06548 1.000 kg | 55.00000 55.00| 60.00000 60.00| 82.50000 82.50 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1058755 |(6) 35-1912582 |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06557 54.000 kg | 16.35000 882.90| 18.00000 972.00| 7.15000 386.10 SEED MIXTURE, T | | | 0041 621-06565 2.700 Mg | 461.00000 1244.70| 507.00000 1368.90| 495.00000 1336.50 MULCHING MATERIAL | | | 0042 621-06567 27.000 kL | 0.55000 14.85| 0.60000 16.20| 11.00000 297.00 WATER | | | 0043 621-06574 1247.000 m2 | 4.17000 5199.99| 4.60000 5736.20| 3.85000 4800.95 SODDING | | | 0044 621-06575 239.000 m2 | 4.17000 996.63| 4.60000 1099.40| 3.85000 920.15 SODDING, NURSERY | | | 0045 702-51015 42.500 m3 | 240.00000 10200.00| 455.00000 19337.50| 330.00000 14025.00 CONCRETE, B, FOOTINGS | | | 0046 702-90915 32.900 m3 | 534.00000 17568.60| 455.00000 14969.50| 385.00000 12666.50 CONCRETE, A | | | 0047 703-51030 4093.000 kg | 1.30000 5320.90| 1.30000 5320.90| 1.32000 5402.76 REINFORCING STEEL | | | 0048 714-06277 20.200 m | 3586.00000 72437.20| 3065.00000 61913.00| 3982.00000 80436.40 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0049 714-26722 17.200 m | 2358.00000 40557.60| 2350.00000 40420.00| 2521.20000 43364.64 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2400 mm | | | 0050 715-05048 13.000 m | 25.60000 332.80| 38.50000 500.50| 16.50000 214.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05052 4.000 m | 67.20000 268.80| 61.60000 246.40| 66.00000 264.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0052 715-05154 6.300 m | 137.60000 866.88| 130.00000 819.00| 110.00000 693.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0053 715-05169 16.700 m | 101.00000 1686.70| 61.00000 1018.70| 71.50000 1194.05 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-05203 5.000 m | 19.30000 96.50| 14.30000 71.50| 33.00000 165.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0055 715-05208 30.600 m | 80.30000 2457.18| 58.30000 1783.98| 71.50000 2187.90 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0056 715-05438 3.000 m | 37.80000 113.40| 26.40000 79.20| 55.00000 165.00 PIPE, DRAIN TILE TERMINAL SECTION, 100 | | | mm | | | 0057 715-05439 9.000 m | 42.20000 379.80| 38.50000 346.50| 66.00000 594.00 PIPE, DRAIN TILE TERMINAL SECTION, 150 | | | mm | | | 0058 715-05443 3.000 m | 70.40000 211.20| 42.90000 128.70| 88.00000 264.00 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1058755 |(6) 35-1912582 |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05444 3.000 m | 104.80000 314.40| 59.40000 178.20| 99.00000 297.00 PIPE, DRAIN TILE TERMINAL SECTION, 375 | | | mm | | | 0060 715-46005 4.000 EACH| 186.90000 747.60| 238.70000 954.80| 330.00000 1320.00 PIPE END SECTION, 375 mm | | | 0061 720-45030 1.000 EACH| 978.30000 978.30| 1470.00000 1470.00| 1210.00000 1210.00 INLET, E7 | | | 0062 801-04308 9.000 EACH| 78.00000 702.00| 85.80000 772.20| 88.00000 792.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06606 8.000 EACH| 58.00000 464.00| 63.80000 510.40| 66.00000 528.00 BARRICADE, IIIB | | | 0064 801-06625 37.000 EACH| 25.00000 925.00| 27.50000 1017.50| 27.50000 1017.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 21.000 EACH| 37.00000 777.00| 40.70000 854.70| 40.70000 854.70 CONSTRUCTION SIGN, A | | | 0066 802-05701 27.500 m | 15.50000 426.25| 21.10000 580.25| 17.60000 484.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0067 802-05702 10.900 m | 12.00000 130.80| 33.00000 359.70| 13.20000 143.88 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 0.360 m2 | 266.20000 95.83| 275.00000 99.00| 292.60000 105.34 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76035 4.650 m2 | 235.65000 1095.77| 189.00000 878.85| 259.60000 1207.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 802-76045 1.240 m2 | 281.95000 349.62| 189.00000 234.36| 310.20000 384.65 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0071 804-06770 4.000 EACH| 20.30000 81.20| 19.80000 79.20| 22.33000 89.32 DELINEATOR POST | | | 0072 808-06712 131.250 m | 0.75000 98.44| 0.83000 108.94| 1.10000 144.38 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0073 808-06713 1050.000 m | 0.75000 787.50| 0.83000 871.50| 0.88000 924.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 1079.000 m | 0.19000 205.01| 0.21000 226.59| 0.22000 237.38 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-75996 34.000 EACH| 14.00000 476.00| 20.00000 680.00| 11.00000 374.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1058755 |(6) 35-1912582 |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-75998 34.000 EACH| 35.00000 1190.00| 38.50000 1309.00| 38.50000 1309.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 483,044.57| $ 486,654.60| $ 508,189.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 483,044.57| $ 486,654.60| $ 508,189.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1486233 |(9) 35-1817574 |JOHNSON COMPANY INC. |GEIGER DEVELOPING INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 5500.00000 5500.00| 11700.00000 11700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 900.00000 5400.00| 1200.00000 7200.00| 1700.00000 10200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 26000.00000 26000.00| 25500.00000 25500.00| 27700.00000 27700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 12500.00000 12500.00| 13000.00000 13000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 2.000 EACH| 8750.00000 17500.00| 10500.00000 21000.00| 13000.00000 26000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 3994.000 m2 | 1.10000 4393.40| 3.25000 12980.50| 3.00000 11982.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2010.000 m3 | 11.00000 22110.00| 12.50000 25125.00| 12.00000 24120.00 EXCAVATION, COMMON | | | 0008 205-03371 45.000 m3 | 50.00000 2250.00| 20.00000 900.00| 30.00000 1350.00 SEDIMENT REMOVE | | | 0009 205-06931 55.000 Mg | 30.00000 1650.00| 50.00000 2750.00| 45.00000 2475.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 1.000 EACH| 110.00000 110.00| 65.00000 65.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06936 180.000 Mg | 15.00000 2700.00| 20.00000 3600.00| 7.00000 1260.00 TEMPORARY SEDIMENT TRAP | | | 0012 207-06499 2400.000 m2 | 7.25000 17400.00| 5.55000 13320.00| 8.00000 19200.00 SUBGRADE TREATMENT | | | 0013 211-02050 50.000 m3 | 22.50000 1125.00| 40.80000 2040.00| 38.00000 1900.00 B BORROW | | | 0014 211-02060 584.000 m3 | 21.00000 12264.00| 49.00000 28616.00| 32.00000 18688.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 100.000 m3 | 101.67000 10167.00| 100.00000 10000.00| 85.00000 8500.00 FLOWABLE MORTAR | | | 0016 303-52308 2212.000 Mg | 17.00000 37604.00| 17.20000 38046.40| 21.00000 46452.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 137.900 Mg | 47.00000 6481.30| 51.20000 7060.48| 53.00000 7308.70 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 510.500 Mg | 47.00000 23993.50| 38.00000 19399.00| 54.00000 27567.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 320.300 Mg | 52.00000 16655.60| 51.25000 16415.36| 56.00000 17936.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 450.000 Mg | 48.00000 21600.00| 41.65000 18742.50| 56.00000 25200.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1486233 |(9) 35-1817574 |JOHNSON COMPANY INC. |GEIGER DEVELOPING INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 1667.000 m2 | 4.00000 6668.00| 3.15000 5251.05| 0.50000 833.50 SEAL COAT, 2 | | | 0022 405-05518 2077.000 m2 | 1.50000 3115.50| 1.00000 2077.00| 0.50000 1038.50 ASPHALT FOR PRIME COAT | | | 0023 406-05521 8171.000 m2 | 0.13000 1062.23| 0.05000 408.55| 0.25000 2042.75 ASPHALT FOR TACK COAT | | | 0024 502-06627 52.900 m2 | 50.00000 2645.00| 350.00000 18515.00| 66.00000 3491.40 PCCP, 150 mm | | | 0025 601-01846 2.000 EACH| 1400.00000 2800.00| 1550.00000 3100.00| 1955.00000 3910.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-06854 4.000 EACH| 2100.00000 8400.00| 1850.00000 7400.00| 2128.00000 8512.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 6.000 EACH| 2100.00000 12600.00| 1950.00000 11700.00| 2300.00000 13800.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 818.00000 818.00| 750.00000 750.00| 920.00000 920.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 354.330 m | 29.00000 10275.57| 29.00000 10275.57| 32.00000 11338.56 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-05527 34.800 Mg | 70.00000 2436.00| 100.00000 3480.00| 110.00000 3828.00 HMA FOR APPROACHES | | | 0031 611-06497 2.000 EACH| 169.00000 338.00| 140.00000 280.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 27.000 EACH| 118.85000 3208.95| 110.00000 2970.00| 195.00000 5265.00 RIGHT OF WAY MARKER | | | 0033 615-06505 4.000 EACH| 478.00000 1912.00| 460.00000 1840.00| 560.00000 2240.00 MONUMENT, B | | | 0034 616-02320 798.000 m2 | 2.30000 1835.40| 2.60000 2074.80| 4.50000 3591.00 GEOTEXTILES | | | 0035 616-06405 301.000 Mg | 23.62000 7109.62| 25.00000 7525.00| 34.00000 10234.00 RIPRAP, REVETMENT | | | 0036 616-06451 8.000 Mg | 25.00000 200.00| 32.00000 256.00| 50.00000 400.00 RIPRAP, UNIFORM | | | 0037 621-01004 1.000 EACH| 650.00000 650.00| 575.00000 575.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 940.000 m2 | 3.73000 3506.20| 2.50000 2350.00| 2.75000 2585.00 EROSION CONTROL BLANKET | | | 0039 621-06548 1.000 kg | 60.00000 60.00| 55.00000 55.00| 350.00000 350.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1486233 |(9) 35-1817574 |JOHNSON COMPANY INC. |GEIGER DEVELOPING INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06557 54.000 kg | 17.00000 918.00| 16.35000 882.90| 5.00000 270.00 SEED MIXTURE, T | | | 0041 621-06565 2.700 Mg | 470.00000 1269.00| 461.00000 1244.70| 475.00000 1282.50 MULCHING MATERIAL | | | 0042 621-06567 27.000 kL | 1.15000 31.05| 0.55000 14.85| 10.00000 270.00 WATER | | | 0043 621-06574 1247.000 m2 | 5.00000 6235.00| 4.17000 5199.99| 5.00000 6235.00 SODDING | | | 0044 621-06575 239.000 m2 | 5.00000 1195.00| 4.17000 996.63| 8.00000 1912.00 SODDING, NURSERY | | | 0045 702-51015 42.500 m3 | 450.00000 19125.00| 627.00000 26647.50| 500.00000 21250.00 CONCRETE, B, FOOTINGS | | | 0046 702-90915 32.900 m3 | 410.00000 13489.00| 690.00000 22701.00| 850.00000 27965.00 CONCRETE, A | | | 0047 703-51030 4093.000 kg | 1.50000 6139.50| 2.07000 8472.51| 1.85000 7572.05 REINFORCING STEEL | | | 0048 714-06277 20.200 m | 4560.00000 92112.00| 3524.00000 71184.80| 3586.00000 72437.20 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2400 mm | | | 0049 714-26722 17.200 m | 3900.00000 67080.00| 2455.00000 42226.00| 2432.80000 41844.16 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2400 mm | | | 0050 715-05048 13.000 m | 15.00000 195.00| 65.50000 851.50| 50.00000 650.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05052 4.000 m | 50.00000 200.00| 81.50000 326.00| 90.00000 360.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0052 715-05154 6.300 m | 85.00000 535.50| 155.00000 976.50| 112.00000 705.60 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0053 715-05169 16.700 m | 89.97000 1502.50| 61.55000 1027.89| 75.00000 1252.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-05203 5.000 m | 80.00000 400.00| 45.00000 225.00| 35.00000 175.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0055 715-05208 30.600 m | 90.00000 2754.00| 65.55000 2005.83| 60.00000 1836.00 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0056 715-05438 3.000 m | 100.00000 300.00| 45.00000 135.00| 104.00000 312.00 PIPE, DRAIN TILE TERMINAL SECTION, 100 | | | mm | | | 0057 715-05439 9.000 m | 75.00000 675.00| 45.00000 405.00| 107.00000 963.00 PIPE, DRAIN TILE TERMINAL SECTION, 150 | | | mm | | | 0058 715-05443 3.000 m | 75.00000 225.00| 81.20000 243.60| 117.00000 351.00 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1486233 |(9) 35-1817574 |JOHNSON COMPANY INC. |GEIGER DEVELOPING INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05444 3.000 m | 75.00000 225.00| 61.00000 183.00| 131.00000 393.00 PIPE, DRAIN TILE TERMINAL SECTION, 375 | | | mm | | | 0060 715-46005 4.000 EACH| 135.00000 540.00| 315.00000 1260.00| 275.00000 1100.00 PIPE END SECTION, 375 mm | | | 0061 720-45030 1.000 EACH| 1125.00000 1125.00| 975.00000 975.00| 2250.00000 2250.00 INLET, E7 | | | 0062 801-04308 9.000 EACH| 80.00000 720.00| 1250.00000 11250.00| 87.00000 783.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06606 8.000 EACH| 62.00000 496.00| 325.00000 2600.00| 65.00000 520.00 BARRICADE, IIIB | | | 0064 801-06625 37.000 EACH| 30.00000 1110.00| 125.00000 4625.00| 41.00000 1517.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 21.000 EACH| 42.00000 882.00| 287.00000 6027.00| 41.00000 861.00 CONSTRUCTION SIGN, A | | | 0066 802-05701 27.500 m | 20.00000 550.00| 29.50000 811.25| 17.25000 474.38 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0067 802-05702 10.900 m | 18.00000 196.20| 28.50000 310.65| 13.33000 145.30 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 0.360 m2 | 285.00000 102.60| 155.40000 55.94| 295.00000 106.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76035 4.650 m2 | 250.00000 1162.50| 158.80000 738.42| 262.00000 1218.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 802-76045 1.240 m2 | 290.00000 359.60| 169.00000 209.56| 314.00000 389.36 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0071 804-06770 4.000 EACH| 25.00000 100.00| 15.00000 60.00| 22.60000 90.40 DELINEATOR POST | | | 0072 808-06712 131.250 m | 1.00000 131.25| 1.45000 190.31| 0.83000 108.94 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0073 808-06713 1050.000 m | 1.00000 1050.00| 1.20000 1260.00| 0.83000 871.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 1079.000 m | 1.00000 1079.00| 1.75000 1888.25| 0.21000 226.59 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-75996 34.000 EACH| 10.00000 340.00| 75.00000 2550.00| 70.00000 2380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/31/02 PAGE : 190 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 597,608.00 ROUTE : SR 1 CALL ORDER : 190 CONTRACT ID : R -25976-A COUNTIES : WELLS LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1486233 |(9) 35-1817574 |JOHNSON COMPANY INC. |GEIGER DEVELOPING INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-75998 34.000 EACH| 38.00000 1292.00| 75.00000 2550.00| 109.00000 3706.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 535,885.97| $ 574,954.79| $ 582,953.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 535,885.97| $ 574,954.79| $ 582,953.19 ====================================================================================================================================