INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/29/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,263,080.31 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 1,337,191.15 105.8675% 3 62-1492793 API CONSTRUCTION CORP. $ 1,339,606.40 106.0587% 4 35-1139301 E & B PAVING, INC. $ 1,634,558.13 129.4105% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE AND STORM SEWER INSTALLATION | | | 0001 105-06845 LUMP | 12500.00000 12500.00| 32000.00000 32000.00| 83200.00000 83200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1375.00000 12375.00| 1770.00000 15930.00| 1800.00000 16200.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 108-01614 LUMP | 4000.00000 4000.00| 8500.00000 8500.00| 4475.00000 4475.00 PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 63000.00000 63000.00| 66900.00000 66900.00| 68125.00000 68125.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 25000.00000 25000.00| 27500.00000 27500.00| 60145.00000 60145.00 CLEARING RIGHT OF WAY | | | 0008 202-02278 3421.000 LFT | 3.00000 10263.00| 8.00000 27368.00| 4.75000 16249.75 CURB, CONCRETE, REMOVE | | | 0009 202-02928 2.000 EACH | 300.00000 600.00| 345.00000 690.00| 100.00000 200.00 CATCH BASIN, REMOVE | | | 0010 202-91385 8.000 EACH | 250.00000 2000.00| 200.00000 1600.00| 100.00000 800.00 INLET, REMOVE | | | 0011 202-93047 1.000 EACH | 500.00000 500.00| 330.00000 330.00| 100.00000 100.00 MANHOLE, REMOVE | | | 0012 202-93615 1755.000 SYS | 4.50000 7897.50| 7.60000 13338.00| 13.10000 22990.50 CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02000 90.000 CYS | 40.00000 3600.00| 25.00000 2250.00| 8.00000 720.00 EXCAVATION, COMMON | | | 0014 205-06933 27.000 EACH | 40.00000 1080.00| 60.00000 1620.00| 40.00000 1080.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 2785.000 LFT | 1.40000 3899.00| 1.38000 3843.30| 1.40000 3899.00 TEMPORARY SILT FENCE | | | 0016 211-07454 4712.000 CYS | 15.00000 70680.00| 10.50000 49476.00| 11.00000 51832.00 STRUCTURE BACKFILL | | | 0017 301-07448 892.000 TON | 16.00000 14272.00| 30.00000 26760.00| 19.00000 16948.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 153.000 TON | 20.00000 3060.00| 11.00000 1683.00| 19.00000 2907.00 COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07490 767.000 TON | 50.00000 38350.00| 67.00000 51389.00| 45.00000 34515.00 HMA PATCHING, TYPE B | | | 0020 306-08037 3970.000 SYS | 1.50000 5955.00| 2.50000 9925.00| 2.10000 8337.00 MILLING, ASPHALT, 3 IN. | | | 0021 306-08043 930.000 SYS | 2.00000 1860.00| 4.30000 3999.00| 4.25000 3952.50 MILLING, TRANSITION | | | 0022 402-07433 978.000 TON | 45.00000 44010.00| 44.00000 43032.00| 42.00000 41076.00 HMA SURFACE, TYPE B | | | 0023 402-07438 1304.000 TON | 30.00000 39120.00| 37.00000 48248.00| 40.00000 52160.00 HMA INTERMEDIATE, TYPE B | | | 0024 402-07451 154.000 TON | 33.00000 5082.00| 44.00000 6776.00| 40.00000 6160.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0025 406-05520 7.000 TON | 190.00000 1330.00| 100.00000 700.00| 210.00000 1470.00 ASPHALT FOR TACK COAT | | | 0026 603-06040 173.000 LFT | 7.50000 1297.50| 18.00000 3114.00| 7.50000 1297.50 FENCE, FARM FIELD, 47 IN. | | | 0027 604-07894 100.000 SYS | 85.00000 8500.00| 66.00000 6600.00| 60.00000 6000.00 CURB RAMP, CONCRETE, A | | | 0028 604-07896 33.000 SYS | 80.00000 2640.00| 90.00000 2970.00| 60.00000 1980.00 CURB RAMP, CONCRETE, B | | | 0029 604-07897 167.000 SYS | 115.00000 19205.00| 107.00000 17869.00| 60.00000 10020.00 CURB RAMP, CONCRETE, C | | | 0030 604-07898 30.000 SYS | 70.00000 2100.00| 103.00000 3090.00| 60.00000 1800.00 CURB RAMP, CONCRETE, D | | | 0031 604-07899 23.000 SYS | 80.00000 1840.00| 162.00000 3726.00| 60.00000 1380.00 CURB RAMP, CONCRETE, E | | | 0032 604-07901 15.000 SYS | 65.00000 975.00| 183.00000 2745.00| 60.00000 900.00 CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 604-07902 22.000 SYS | 65.00000 1430.00| 222.00000 4884.00| 60.00000 1320.00 CURB RAMP, CONCRETE, H | | | 0034 604-91531 2336.000 SYS | 33.00000 77088.00| 25.00000 58400.00| 23.00000 53728.00 SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 195.000 LFT | 20.00000 3900.00| 20.00000 3900.00| 12.75000 2486.25 CURB, CONCRETE | | | 0036 605-06140 90.000 LFT | 25.00000 2250.00| 15.00000 1350.00| 12.75000 1147.50 CURB AND GUTTER, CONCRETE | | | 0037 605-06155 3222.000 LFT | 11.00000 35442.00| 11.25000 36247.50| 11.75000 37858.50 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0038 610-07487 365.000 TON | 45.00000 16425.00| 75.00000 27375.00| 65.00000 23725.00 HMA FOR APPROACHES, TYPE B | | | 0039 611-05330 832.000 SYS | 36.00000 29952.00| 35.00000 29120.00| 27.00000 22464.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0040 611-95728 268.000 SYS | 36.00000 9648.00| 38.00000 10184.00| 30.00000 8040.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0041 621-01004 3.000 EACH | 250.00000 750.00| 625.00000 1875.00| 250.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06560 5755.000 SYS | 0.54000 3107.70| 0.62000 3568.10| 0.54000 3107.70 MULCHED SEEDING, U | | | 0043 621-06575 4930.000 SYS | 3.00000 14790.00| 2.95000 14543.50| 3.00000 14790.00 SODDING, NURSERY | | | 0044 714-44240 2.200 CYS | 100.00000 220.00| 500.00000 1100.00| 200.00000 440.00 CONCRETE, A, STRUCTURES | | | 0045 715-05048 75.000 LFT | 28.00000 2100.00| 20.00000 1500.00| 15.00000 1125.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0047 715-05146 15.000 LFT | 45.00000 675.00| 25.00000 375.00| 15.00000 225.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0048 715-05149 715.000 LFT | 50.00000 35750.00| 40.00000 28600.00| 30.00000 21450.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-05151 650.000 LFT | 50.00000 32500.00| 45.00000 29250.00| 40.00000 26000.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0050 715-05152 144.000 LFT | 55.00000 7920.00| 50.00000 7200.00| 45.00000 6480.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0051 715-05153 688.000 LFT | 60.00000 41280.00| 58.00000 39904.00| 47.00000 32336.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-05154 1638.000 LFT | 60.00000 98280.00| 58.00000 95004.00| 50.00000 81900.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0053 715-05203 10.000 LFT | 26.00000 260.00| 20.00000 200.00| 15.00000 150.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0054 715-05409 8.000 LFT | 45.00000 360.00| 50.00000 400.00| 10.00000 80.00 PIPE, SANITARY SEWER, 10 IN. | | | 0055 715-05411 125.000 LFT | 47.00000 5875.00| 56.00000 7000.00| 10.00000 1250.00 PIPE, SANITARY SEWER, 12 IN. | | | 0056 715-05413 78.000 LFT | 66.00000 5148.00| 87.00000 6786.00| 10.00000 780.00 PIPE, SANITARY SEWER, 18 IN. | | | 0057 715-05711 6.000 LFT | 42.00000 252.00| 50.00000 300.00| 10.00000 60.00 PIPE, SANITARY SEWER, 6 IN. | | | 0058 715-06814 6.000 LFT | 41.00000 246.00| 50.00000 300.00| 10.00000 60.00 PIPE, SANITARY SEWER, 4 IN. | | | 0059 715-96960 65.000 LFT | 70.00000 4550.00| 45.00000 2925.00| 33.00000 2145.00 PIPE, PVC, 15 IN. , FOR LINER | | | 0061 720-02810 3.000 EACH | 1750.00000 5250.00| 1800.00000 5400.00| 1200.00000 3600.00 INLET, B5 | | | 0062 720-03280 5.000 EACH | 3400.00000 17000.00| 4885.00000 24425.00| 100.00000 500.00 MANHOLE, J, MODIFIED , SANITARY | | | 0063 720-44000 22.000 EACH | 275.00000 6050.00| 400.00000 8800.00| 230.00000 5060.00 CASTING, ADJUST TO GRADE | | | 0064 720-44055 2.000 EACH | 650.00000 1300.00| 865.00000 1730.00| 690.00000 1380.00 CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0065 720-45005 9.000 EACH | 1400.00000 12600.00| 1450.00000 13050.00| 1000.00000 9000.00 INLET, A2 | | | 0066 720-45045 6.000 EACH | 1350.00000 8100.00| 1500.00000 9000.00| 1100.00000 6600.00 INLET, J10 | | | 0067 720-45055 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 1100.00000 4400.00 INLET, M10 | | | 0068 720-45410 2.000 EACH | 4000.00000 8000.00| 2500.00000 5000.00| 1400.00000 2800.00 MANHOLE, C4 | | | 0069 720-90129 6.000 EACH | 4000.00000 24000.00| 3700.00000 22200.00| 2400.00000 14400.00 MANHOLE, J2 | | | 0070 720-90984 1.000 EACH | 4600.00000 4600.00| 2700.00000 2700.00| 2100.00000 2100.00 MANHOLE, C2 | | | 0071 720-93501 1.000 EACH | 7000.00000 7000.00| 7500.00000 7500.00| 6000.00000 6000.00 MANHOLE, L4 | | | 0072 720-94208 4.000 EACH | 3500.00000 14000.00| 2500.00000 10000.00| 1600.00000 6400.00 MANHOLE, C10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 720-94612 1.000 EACH | 5000.00000 5000.00| 7500.00000 7500.00| 3500.00000 3500.00 MANHOLE, K4 | | | 0074 720-95422 8.000 EACH | 4000.00000 32000.00| 3700.00000 29600.00| 2200.00000 17600.00 MANHOLE, J4 | | | 0075 720-98174 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00| 1600.00000 3200.00 INLET, B15 | | | 0076 801-04308 10.000 EACH | 195.00000 1950.00| 195.00000 1950.00| 195.00000 1950.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 4000.000 LFT | 0.80000 3200.00| 0.75000 3000.00| 0.75000 3000.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0078 801-06640 42.000 EACH | 98.00000 4116.00| 75.00000 3150.00| 75.00000 3150.00 CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP | 19334.00000 19334.00| 16000.00000 16000.00| 148340.00000 148340.00 MAINTAINING TRAFFIC | | | 0080 801-07119 348.000 LFT | 12.00000 4176.00| 22.00000 7656.00| 22.00000 7656.00 BARRICADE, III-B | | | 0081 802-05701 456.000 LFT | 9.75000 4446.00| 11.00000 5016.00| 9.75000 4446.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-05702 48.000 LFT | 9.50000 456.00| 11.60000 556.80| 9.50000 456.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0083 802-07060 2.000 EACH | 120.00000 240.00| 55.00000 110.00| 120.00000 240.00 SIGN, SHEET, RELOCATE | | | 0084 802-07127 48.000 SFT | 20.00000 960.00| 18.00000 864.00| 20.00000 960.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.125 IN. | | | 0085 802-76035 91.000 SFT | 12.00000 1092.00| 10.25000 932.75| 12.00000 1092.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0086 805-04980 2.000 EACH | 2500.00000 5000.00| 2620.00000 5240.00| 2500.00000 5000.00 FLASHING BEACON WITH SPEED LIMIT SIGN | | | ASSEMBLY | | | 0087 805-06592 1360.000 LFT | 9.00000 12240.00| 11.35000 15436.00| 9.00000 12240.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0088 807-02112 9.000 EACH | 343.00000 3087.00| 520.00000 4680.00| 343.00000 3087.00 MAST ARM, FURNISH , ORNAMENTAL, DOUBLE, | | | ALUMINUM | | | 0089 807-02191 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 807-02198 2.000 EACH | 30.00000 60.00| 89.00000 178.00| 30.00000 60.00 GROUND ROD WITH CONNECTOR, INSTALL | | | 0091 807-03051 3400.000 LFT | 0.20000 680.00| 0.55000 1870.00| 0.20000 680.00 LIGHT CABLE, 1C 10GA. | | | 0092 807-03738 34.000 EACH | 678.00000 23052.00| 920.00000 31280.00| 678.00000 23052.00 LIGHT POLE ASSEMBLY, STREET , | | | ORNAMENTAL, 10 FT., ALUMINUM | | | 0093 807-03745 4335.000 LFT | 4.80000 20808.00| 4.00000 17340.00| 4.80000 20808.00 WIRE, IN CABLE DUCT IN TRENCH, 4 1C 6 | | | CU, XHHW | | | 0094 807-04113 34.000 EACH | 400.00000 13600.00| 425.00000 14450.00| 400.00000 13600.00 CONCRETE FOUNDATION WITH GROUNDING, 1 | | | FT-8 IN X 4 FT-O IN | | | 0095 807-07580 3190.000 LFT | 3.80000 12122.00| 4.60000 14674.00| 3.80000 12122.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0096 807-86605 43.000 EACH | 543.00000 23349.00| 628.00000 27004.00| 543.00000 23349.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT , ORNAMENTAL | | | 0097 807-86810 2.000 EACH | 3000.00000 6000.00| 4100.00000 8200.00| 3000.00000 6000.00 SERVICE POINT, II | | | 0098 807-86905 8.000 EACH | 60.00000 480.00| 65.00000 520.00| 60.00000 480.00 TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | 0099 807-86910 73.000 EACH | 30.00000 2190.00| 25.00000 1825.00| 30.00000 2190.00 CONNECTOR KIT, UNFUSED | | | 0100 807-86915 73.000 EACH | 39.00000 2847.00| 26.00000 1898.00| 39.00000 2847.00 CONNECTOR KIT, FUSED | | | 0101 807-86925 180.000 EACH | 25.00000 4500.00| 21.00000 3780.00| 25.00000 4500.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0102 807-86935 84.000 EACH | 20.00000 1680.00| 21.00000 1764.00| 20.00000 1680.00 INSULATION LINK, WATERPROOFED | | | 0103 807-95514 2.000 EACH | 150.00000 300.00| 400.00000 800.00| 150.00000 300.00 SERVICE POINT RISER | | | 0104 807-95515 2.000 EACH | 75.00000 150.00| 425.00000 850.00| 75.00000 150.00 SERVICE POINT WEATHERHEAD | | | 0105 807-95709 2.000 EACH | 40.00000 80.00| 200.00000 400.00| 40.00000 80.00 PHOTOCELLS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 808-04298 2.000 EACH | 300.00000 600.00| 350.00000 700.00| 370.00000 740.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0107 808-75043 867.000 LFT | 0.98000 849.66| 0.60000 520.20| 0.60000 520.20 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0108 808-75247 3090.000 LFT | 0.98000 3028.20| 0.60000 1854.00| 0.60000 1854.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | | IN. | | | 0109 808-75297 169.000 LFT | 3.00000 507.00| 4.50000 760.50| 4.50000 760.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0110 808-75300 1565.000 LFT | 0.75000 1173.75| 1.50000 2347.50| 1.50000 2347.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0111 808-97664 1.000 EACH | 120.00000 120.00| 355.00000 355.00| 355.00000 355.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0112 715-05155 1381.000 LFT | 65.00000 89765.00| 60.00000 82860.00| 55.00000 75955.00 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0113 720-98555 1.000 EACH | 1750.00000 1750.00| 2200.00000 2200.00| 1600.00000 1600.00 INLET, C15 | | | SECTION TOTALS | $ 1,263,080.31| $ 1,337,191.15| $ 1,339,606.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,263,080.31| $ 1,337,191.15| $ 1,339,606.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE AND STORM SEWER INSTALLATION | | | 0001 105-06845 LUMP | 31000.00000 31000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1200.00000 10800.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 108-01614 LUMP | 5400.00000 5400.00| | PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 81700.00000 81700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 32600.00000 32600.00| | CLEARING RIGHT OF WAY | | | 0008 202-02278 3421.000 LFT | 5.10000 17447.10| | CURB, CONCRETE, REMOVE | | | 0009 202-02928 2.000 EACH | 380.80000 761.60| | CATCH BASIN, REMOVE | | | 0010 202-91385 8.000 EACH | 380.80000 3046.40| | INLET, REMOVE | | | 0011 202-93047 1.000 EACH | 380.80000 380.80| | MANHOLE, REMOVE | | | 0012 202-93615 1755.000 SYS | 12.00000 21060.00| | CONCRETE, REMOVE | | | 0013 203-02000 90.000 CYS | 45.00000 4050.00| | EXCAVATION, COMMON | | | 0014 205-06933 27.000 EACH | 30.00000 810.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 2785.000 LFT | 0.50000 1392.50| | TEMPORARY SILT FENCE | | | 0016 211-07454 4712.000 CYS | 25.00000 117800.00| | STRUCTURE BACKFILL | | | 0017 301-07448 892.000 TON | 50.00000 44600.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 153.000 TON | 5.00000 765.00| | COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07490 767.000 TON | 50.00000 38350.00| | HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08037 3970.000 SYS | 5.00000 19850.00| | MILLING, ASPHALT, 3 IN. | | | 0021 306-08043 930.000 SYS | 5.00000 4650.00| | MILLING, TRANSITION | | | 0022 402-07433 978.000 TON | 44.00000 43032.00| | HMA SURFACE, TYPE B | | | 0023 402-07438 1304.000 TON | 37.00000 48248.00| | HMA INTERMEDIATE, TYPE B | | | 0024 402-07451 154.000 TON | 44.00000 6776.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0025 406-05520 7.000 TON | 100.00000 700.00| | ASPHALT FOR TACK COAT | | | 0026 603-06040 173.000 LFT | 23.00000 3979.00| | FENCE, FARM FIELD, 47 IN. | | | 0027 604-07894 100.000 SYS | 50.00000 5000.00| | CURB RAMP, CONCRETE, A | | | 0028 604-07896 33.000 SYS | 50.00000 1650.00| | CURB RAMP, CONCRETE, B | | | 0029 604-07897 167.000 SYS | 50.00000 8350.00| | CURB RAMP, CONCRETE, C | | | 0030 604-07898 30.000 SYS | 50.00000 1500.00| | CURB RAMP, CONCRETE, D | | | 0031 604-07899 23.000 SYS | 50.00000 1150.00| | CURB RAMP, CONCRETE, E | | | 0032 604-07901 15.000 SYS | 200.00000 3000.00| | CURB RAMP, CONCRETE, G | | | 0033 604-07902 22.000 SYS | 50.00000 1100.00| | CURB RAMP, CONCRETE, H | | | 0034 604-91531 2336.000 SYS | 32.31000 75476.16| | SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 195.000 LFT | 24.00000 4680.00| | CURB, CONCRETE | | | 0036 605-06140 90.000 LFT | 35.00000 3150.00| | CURB AND GUTTER, CONCRETE | | | 0037 605-06155 3222.000 LFT | 14.30000 46074.60| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0038 610-07487 365.000 TON | 75.00000 27375.00| | HMA FOR APPROACHES, TYPE B | | | 0039 611-05330 832.000 SYS | 48.00000 39936.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 611-95728 268.000 SYS | 50.00000 13400.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0041 621-01004 3.000 EACH | 625.00000 1875.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06560 5755.000 SYS | 0.62000 3568.10| | MULCHED SEEDING, U | | | 0043 621-06575 4930.000 SYS | 2.00000 9860.00| | SODDING, NURSERY | | | 0044 714-44240 2.200 CYS | 368.67000 811.07| | CONCRETE, A, STRUCTURES | | | 0045 715-05048 75.000 LFT | 29.63000 2222.25| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0047 715-05146 15.000 LFT | 30.42000 456.30| | PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0048 715-05149 715.000 LFT | 77.15000 55162.25| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-05151 650.000 LFT | 65.34000 42471.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0050 715-05152 144.000 LFT | 68.54000 9869.76| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0051 715-05153 688.000 LFT | 102.96000 70836.48| | PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0052 715-05154 1638.000 LFT | 83.11000 136134.18| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0053 715-05203 10.000 LFT | 29.41000 294.10| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0054 715-05409 8.000 LFT | 34.73000 277.84| | PIPE, SANITARY SEWER, 10 IN. | | | 0055 715-05411 125.000 LFT | 125.72000 15715.00| | PIPE, SANITARY SEWER, 12 IN. | | | 0056 715-05413 78.000 LFT | 92.31000 7200.18| | PIPE, SANITARY SEWER, 18 IN. | | | 0057 715-05711 6.000 LFT | 32.25000 193.50| | PIPE, SANITARY SEWER, 6 IN. | | | 0058 715-06814 6.000 LFT | 31.28000 187.68| | PIPE, SANITARY SEWER, 4 IN. | | | 0059 715-96960 65.000 LFT | 90.14000 5859.10| | PIPE, PVC, 15 IN. , FOR LINER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 720-02810 3.000 EACH | 1984.61000 5953.83| | INLET, B5 | | | 0062 720-03280 5.000 EACH | 3097.59000 15487.95| | MANHOLE, J, MODIFIED , SANITARY | | | 0063 720-44000 22.000 EACH | 246.38000 5420.36| | CASTING, ADJUST TO GRADE | | | 0064 720-44055 2.000 EACH | 632.38000 1264.76| | CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0065 720-45005 9.000 EACH | 1805.99000 16253.91| | INLET, A2 | | | 0066 720-45045 6.000 EACH | 1805.61000 10833.66| | INLET, J10 | | | 0067 720-45055 4.000 EACH | 1805.61000 7222.44| | INLET, M10 | | | 0068 720-45410 2.000 EACH | 2713.38000 5426.76| | MANHOLE, C4 | | | 0069 720-90129 6.000 EACH | 4383.92000 26303.52| | MANHOLE, J2 | | | 0070 720-90984 1.000 EACH | 3417.19000 3417.19| | MANHOLE, C2 | | | 0071 720-93501 1.000 EACH | 8163.38000 8163.38| | MANHOLE, L4 | | | 0072 720-94208 4.000 EACH | 3072.19000 12288.76| | MANHOLE, C10 | | | 0073 720-94612 1.000 EACH | 6507.38000 6507.38| | MANHOLE, K4 | | | 0074 720-95422 8.000 EACH | 4654.20000 37233.60| | MANHOLE, J4 | | | 0075 720-98174 2.000 EACH | 2313.61000 4627.22| | INLET, B15 | | | 0076 801-04308 10.000 EACH | 195.00000 1950.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 4000.000 LFT | 1.50000 6000.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0078 801-06640 42.000 EACH | 75.00000 3150.00| | CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP | 63100.00000 63100.00| | MAINTAINING TRAFFIC | | | 0080 801-07119 348.000 LFT | 22.00000 7656.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 802-05701 456.000 LFT | 11.00000 5016.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-05702 48.000 LFT | 11.60000 556.80| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0083 802-07060 2.000 EACH | 55.00000 110.00| | SIGN, SHEET, RELOCATE | | | 0084 802-07127 48.000 SFT | 18.00000 864.00| | SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.125 IN. | | | 0085 802-76035 91.000 SFT | 10.25000 932.75| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0086 805-04980 2.000 EACH | 2620.00000 5240.00| | FLASHING BEACON WITH SPEED LIMIT SIGN | | | ASSEMBLY | | | 0087 805-06592 1360.000 LFT | 11.35000 15436.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0088 807-02112 9.000 EACH | 520.00000 4680.00| | MAST ARM, FURNISH , ORNAMENTAL, DOUBLE, | | | ALUMINUM | | | 0089 807-02191 1.000 EACH | 600.00000 600.00| | HANDHOLE, LIGHTING | | | 0090 807-02198 2.000 EACH | 89.00000 178.00| | GROUND ROD WITH CONNECTOR, INSTALL | | | 0091 807-03051 3400.000 LFT | 0.55000 1870.00| | LIGHT CABLE, 1C 10GA. | | | 0092 807-03738 34.000 EACH | 920.00000 31280.00| | LIGHT POLE ASSEMBLY, STREET , | | | ORNAMENTAL, 10 FT., ALUMINUM | | | 0093 807-03745 4335.000 LFT | 4.00000 17340.00| | WIRE, IN CABLE DUCT IN TRENCH, 4 1C 6 | | | CU, XHHW | | | 0094 807-04113 34.000 EACH | 425.00000 14450.00| | CONCRETE FOUNDATION WITH GROUNDING, 1 | | | FT-8 IN X 4 FT-O IN | | | 0095 807-07580 3190.000 LFT | 4.60000 14674.00| | WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 807-86605 43.000 EACH | 628.00000 27004.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT , ORNAMENTAL | | | 0097 807-86810 2.000 EACH | 4100.00000 8200.00| | SERVICE POINT, II | | | 0098 807-86905 8.000 EACH | 65.00000 520.00| | TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | 0099 807-86910 73.000 EACH | 25.00000 1825.00| | CONNECTOR KIT, UNFUSED | | | 0100 807-86915 73.000 EACH | 26.00000 1898.00| | CONNECTOR KIT, FUSED | | | 0101 807-86925 180.000 EACH | 21.00000 3780.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0102 807-86935 84.000 EACH | 21.00000 1764.00| | INSULATION LINK, WATERPROOFED | | | 0103 807-95514 2.000 EACH | 400.00000 800.00| | SERVICE POINT RISER | | | 0104 807-95515 2.000 EACH | 425.00000 850.00| | SERVICE POINT WEATHERHEAD | | | 0105 807-95709 2.000 EACH | 200.00000 400.00| | PHOTOCELLS | | | 0106 808-04298 2.000 EACH | 350.00000 700.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0107 808-75043 867.000 LFT | 0.60000 520.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0108 808-75247 3090.000 LFT | 0.60000 1854.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | | IN. | | | 0109 808-75297 169.000 LFT | 4.50000 760.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0110 808-75300 1565.000 LFT | 2.00000 3130.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0111 808-97664 1.000 EACH | 355.00000 355.00| | PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 200 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,364,642.86 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27992-A COUNTIES : DEKALB LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 715-05155 1381.000 LFT | 59.75000 82514.75| | PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0113 720-98555 1.000 EACH | 2158.46000 2158.46| | INLET, C15 | | | SECTION TOTALS | $ 1,634,558.13| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,634,558.13| $ 0.00| $ ====================================================================================================================================