INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,516,719.91 ROUTE : 8902 CALL ORDER : 110 CONTRACT ID : R -22529-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8902(001) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORPORATION $ 1,999,554.25 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 2,036,186.15 101.8320% 3 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 2,061,515.35 103.0987% ==================================================================================================================================== |(1) 35-1315965 |(2) 34-4272670 |(3) 35-1065659 |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 201-52370 LUMP| 46000.00000 46000.00| 46000.00000 46000.00| 56000.00000 56000.00 CLEARING RIGHT OF WAY | | | 0002 202-60821 616.000 SYS | 2.00000 1232.00| 6.50000 4004.00| 4.45000 2741.20 SURFACE MILLING, BITUMINOUS | | | 0003 203-02000 33130.000 CYS | 10.00000 331300.00| 6.00000 198780.00| 10.60000 351178.00 EXCAVATION, COMMON | | | 0004 205-02224 725.000 LFT | 1.75000 1268.75| 1.75000 1268.75| 1.75000 1268.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0005 205-02226 60.000 LFT | 15.00000 900.00| 23.00000 1380.00| 15.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0006 205-02231 1380.000 LFT | 9.20000 12696.00| 7.00000 9660.00| 9.20000 12696.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0007 205-02236 2.000 EACH| 85.00000 170.00| 85.00000 170.00| 85.00000 170.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0008 205-02770 500.000 SYS | 1.25000 625.00| 1.25000 625.00| 1.25000 625.00 EROSION CONTROL BLANKET | | | 0009 211-02050 500.000 CYS | 15.00000 7500.00| 12.00000 6000.00| 15.00000 7500.00 B BORROW | | | 0010 211-02060 911.000 CYS | 15.00000 13665.00| 7.50000 6832.50| 15.00000 13665.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-02051 75.000 TON | 25.00000 1875.00| 28.00000 2100.00| 25.00000 1875.00 STONE, 2 | | | 0012 303-04075 32.000 TON | 30.00000 960.00| 35.00000 1120.00| 30.00000 960.00 COMPACTED AGGREGATE FOR SURFACE, 0, | | | SIZE NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,516,719.91 ROUTE : 8902 CALL ORDER : 110 CONTRACT ID : R -22529-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 34-4272670 |(3) 35-1065659 |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-05692 300.000 TON | 25.00000 7500.00| 20.50000 6150.00| 25.00000 7500.00 STONE, NO. 8 | | | 0014 303-52308 19952.000 TON | 8.45000 168594.40| 10.00000 199520.00| 8.45000 168594.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 401-05437 16802.000 TON | 21.00000 352842.00| 19.00000 319238.00| 21.00000 352842.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 5178.000 TON | 21.00000 108738.00| 22.00000 113916.00| 21.00000 108738.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 2424.000 TON | 25.60000 62054.40| 25.00000 60600.00| 25.60000 62054.40 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-05459 4084.000 TON | 22.00000 89848.00| 23.00000 93932.00| 22.00000 89848.00 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0019 402-05495 254.000 TON | 27.90000 7086.60| 29.00000 7366.00| 27.90000 7086.60 HMA WEDGE AND LEVEL | | | 0020 404-05511 18561.000 SYS | 0.40000 7424.40| 0.90000 16704.90| 0.40000 7424.40 SEAL COAT, 2 | | | 0021 405-05517 78.900 TON | 100.00000 7890.00| 100.00000 7890.00| 100.00000 7890.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 30.000 TON | 85.00000 2550.00| 85.00000 2550.00| 85.00000 2550.00 ASPHALT FOR TACK COAT | | | 0023 501-02400 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 2500.00000 2500.00 PROFILOGRAPH | | | 0024 601-06037 6.000 EACH| 479.00000 2874.00| 479.00000 2874.00| 479.00000 2874.00 GUARDRAIL END TREATMENT, I | | | 0025 601-52540 4.000 EACH| 29.00000 116.00| 29.00000 116.00| 29.00000 116.00 GUARDRAIL TERMINAL SECTION, W BEAM | | | 0026 601-99105 3419.000 LFT | 8.60000 29403.40| 8.60000 29403.40| 8.60000 29403.40 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 603-04622 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1200.00000 2400.00 FENCE GATE, FARM FIELD, 47 IN. X 32 FT. | | | 0028 603-06040 2670.000 LFT | 4.20000 11214.00| 4.20000 11214.00| 4.20000 11214.00 FENCE, FARM FIELD, 47 IN. | | | 0029 604-44251 0.940 CYS | 1485.00000 1395.90| 1485.00000 1395.90| 1485.00000 1395.90 STEPS, CONCRETE | | | 0030 605-06120 394.000 LFT | 12.00000 4728.00| 12.00000 4728.00| 12.00000 4728.00 CURB, CONCRETE | | | 0031 610-05527 941.000 TON | 40.00000 37640.00| 45.00000 42345.00| 38.75000 36463.75 HMA FOR APPROACHES | | | 0032 611-05332 613.000 SYS | 28.00000 17164.00| 28.00000 17164.00| 28.00000 17164.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0033 611-06497 21.000 EACH| 105.00000 2205.00| 105.00000 2205.00| 100.00000 2100.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,516,719.91 ROUTE : 8902 CALL ORDER : 110 CONTRACT ID : R -22529-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 34-4272670 |(3) 35-1065659 |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 611-06498 1.000 EACH| 140.00000 140.00| 140.00000 140.00| 123.00000 123.00 MAILBOX ASSEMBLY, DOUBLE | | | 0035 615-06505 9.000 EACH| 350.00000 3150.00| 350.00000 3150.00| 350.00000 3150.00 MONUMENT, B | | | 0036 615-06527 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 MONUMENT, SECTION CORNER | | | 0037 616-02320 4344.000 SYS | 1.75000 7602.00| 2.40000 10425.60| 1.75000 7602.00 GEOTEXTILES | | | 0038 616-06405 3855.000 TON | 25.00000 96375.00| 25.00000 96375.00| 25.00000 96375.00 RIPRAP, REVETMENT | | | 0039 621-01004 3.000 EACH| 725.00000 2175.00| 725.00000 2175.00| 725.00000 2175.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 2.000 TON | 503.00000 1006.00| 503.00000 1006.00| 503.00000 1006.00 FERTILIZER | | | 0041 621-06548 100.000 LBS | 22.00000 2200.00| 22.00000 2200.00| 22.00000 2200.00 SEED MIXTURE, CV | | | 0042 621-06553 850.000 LBS | 3.40000 2890.00| 3.40000 2890.00| 3.40000 2890.00 SEED MIXTURE, R | | | 0043 621-06557 100.000 LBS | 6.00000 600.00| 6.00000 600.00| 6.00000 600.00 SEED MIXTURE, T | | | 0044 621-06565 10.000 TON | 387.00000 3870.00| 387.00000 3870.00| 387.00000 3870.00 MULCHING MATERIAL | | | 0045 621-06567 51.000 MG | 2.00000 102.00| 2.00000 102.00| 2.00000 102.00 WATER | | | 0046 621-06574 12800.000 SYS | 2.40000 30720.00| 2.40000 30720.00| 2.40000 30720.00 SODDING | | | 0047 622-52436 5.000 EACH| 16.20000 81.00| 16.20000 81.00| 16.20000 81.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 703-51030 958.000 LBS | 0.65000 622.70| 0.60000 574.80| 0.60000 574.80 REINFORCING STEEL | | | 0049 714-26704 80.000 LFT | 750.00000 60000.00| 1345.00000 107600.00| 650.00000 52000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 5 FT. | | | 0050 714-26725 84.000 LFT | 1100.00000 92400.00| 1680.00000 141120.00| 1000.00000 84000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 6 FT. | | | 0051 715-01029 94.000 LFT | 82.00000 7708.00| 69.00000 6486.00| 82.00000 7708.00 PIPE, GROUP A, 48 IN. | | | 0052 715-03149 470.000 LFT | 20.00000 9400.00| 14.00000 6580.00| 20.00000 9400.00 PIPE, GROUP D, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,516,719.91 ROUTE : 8902 CALL ORDER : 110 CONTRACT ID : R -22529-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 34-4272670 |(3) 35-1065659 |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-04612 400.000 LFT | 22.00000 8800.00| 14.50000 5800.00| 22.00000 8800.00 PIPE , GROUP H-1, MIN. AREA 1.1 SQ. FT.| | | 0054 715-04612 84.000 LFT | 131.00000 11004.00| 107.00000 8988.00| 131.00000 11004.00 PIPE , GROUP A, 60 IN. | | | 0055 715-04612 100.000 LFT | 35.00000 3500.00| 22.50000 2250.00| 35.00000 3500.00 PIPE , GROUP G-1, MIN. AREA 1.1 SQ. FT. | | | 0056 715-04612 130.000 LFT | 160.00000 20800.00| 150.00000 19500.00| 160.00000 20800.00 PIPE , GROUP G-1, MIN. AREA 32.1 SQ. FT.| | | 0057 715-04612 400.000 LFT | 22.00000 8800.00| 14.50000 5800.00| 22.00000 8800.00 PIPE , GROUP H-1, MIN. AREA 1.1 SQ. FT. | | | 0058 715-04612 60.000 LFT | 24.00000 1440.00| 32.00000 1920.00| 24.00000 1440.00 PIPE GROUP G-1, MIN. AREA 2.8 SQ. FT. | | | 0059 715-13015 46.000 LFT | 28.00000 1288.00| 23.50000 1081.00| 28.00000 1288.00 PIPE, GROUP L, 15 IN. | | | 0060 715-15015 629.000 LFT | 24.00000 15096.00| 23.50000 14781.50| 24.00000 15096.00 PIPE, GROUP P, 15 IN. | | | 0061 715-44240 11.680 CYS | 450.00000 5256.00| 595.00000 6949.60| 2000.00000 23360.00 CONCRETE, A, STRUCTURES | | | 0062 715-44255 15854.000 LFT | 2.00000 31708.00| 1.70000 26951.80| 2.00000 31708.00 PIPE, GROUP K, 6 IN. | | | 0063 715-46005 27.000 EACH| 211.00000 5697.00| 150.00000 4050.00| 211.00000 5697.00 PIPE END SECTION, 15 IN. | | | 0064 715-46010 6.000 EACH| 217.00000 1302.00| 185.00000 1110.00| 217.00000 1302.00 PIPE END SECTION, 18 IN. | | | 0065 715-46045 28.000 EACH| 188.00000 5264.00| 155.00000 4340.00| 188.00000 5264.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0066 715-46065 2.000 EACH| 230.00000 460.00| 215.00000 430.00| 230.00000 460.00 PIPE END SECTION, MIN. AREA 2.8 SQ. FT. | | | 0067 715-95092 5.000 LFT | 150.00000 750.00| 185.00000 925.00| 150.00000 750.00 SLOTTED DRAIN, 12 IN. | | | 0068 715-99372 174.000 LFT | 42.00000 7308.00| 27.00000 4698.00| 42.00000 7308.00 PIPE, GROUP A, 18 IN. | | | 0069 718-44275 116.000 LFT | 8.00000 928.00| 26.50000 3074.00| 8.00000 928.00 PIPE, UNDERDRAIN, NONPERFORATED, 0.052 | | | IN., 6 IN. . | | | 0070 718-52610 1826.000 CYS | 29.00000 52954.00| 25.00000 45650.00| 29.00000 52954.00 AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 16900.000 SYS | 0.75000 12675.00| 0.75000 12675.00| 0.75000 12675.00 GEOTEXTILES FOR UNDERDRAIN | | | 0072 719-35000 500.000 LFT | 3.00000 1500.00| 2.00000 1000.00| 3.00000 1500.00 PIPE, DRAINTILE, CLASS STANDARD, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,516,719.91 ROUTE : 8902 CALL ORDER : 110 CONTRACT ID : R -22529-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 34-4272670 |(3) 35-1065659 |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 719-35005 500.000 LFT | 4.00000 2000.00| 3.00000 1500.00| 2.00000 1000.00 PIPE, DRAINTILE, CLASS STANDARD, 8 IN. | | | 0074 719-35010 500.000 LFT | 5.00000 2500.00| 4.00000 2000.00| 3.00000 1500.00 PIPE, DRAINTILE, CLASS STANDARD, 10 IN. | | | 0075 719-35011 500.000 LFT | 7.00000 3500.00| 5.00000 2500.00| 4.00000 2000.00 PIPE, DRAINTILE, CLASS STANDARD, 12 IN. | | | 0076 720-45030 3.000 EACH| 1266.00000 3798.00| 1800.00000 5400.00| 1266.00000 3798.00 INLET, E7 | | | 0077 720-45045 1.000 EACH| 1491.00000 1491.00| 2500.00000 2500.00| 1491.00000 1491.00 INLET, J10 | | | 0078 720-45055 3.000 EACH| 1500.00000 4500.00| 2000.00000 6000.00| 1500.00000 4500.00 INLET, M10 | | | 0079 720-45075 1.000 EACH| 1566.00000 1566.00| 2600.00000 2600.00| 1566.00000 1566.00 INLET, R13 | | | 0080 720-45270 6.000 EACH| 955.00000 5730.00| 1150.00000 6900.00| 955.00000 5730.00 PIPE CATCH BASIN, 18 IN. | | | 0081 801-04308 6.000 EACH| 376.00000 2256.00| 475.00000 2850.00| 376.00000 2256.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0082 801-06606 12.000 EACH| 169.00000 2028.00| 165.00000 1980.00| 169.00000 2028.00 BARRICADE, IIIB | | | 0083 801-06625 38.000 EACH| 95.00000 3610.00| 130.00000 4940.00| 95.00000 3610.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0084 801-06640 28.000 EACH| 140.00000 3920.00| 125.00000 3500.00| 140.00000 3920.00 CONSTRUCTION SIGN, A | | | 0085 801-06645 14.000 EACH| 1.00000 14.00| 45.00000 630.00| 1.00000 14.00 CONSTRUCTION SIGN, B | | | 0086 802-76025 146.250 SFT | 11.00000 1608.75| 11.00000 1608.75| 11.00000 1608.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0087 802-76035 54.250 SFT | 12.00000 651.00| 12.00000 651.00| 12.00000 651.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0088 802-76055 568.000 LFT | 3.00000 1704.00| 3.00000 1704.00| 3.00000 1704.00 SIGN POST, A | | | 0089 804-06770 6.000 EACH| 15.00000 90.00| 15.00000 90.00| 15.00000 90.00 DELINEATOR POST | | | 0090 805-01842 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 600.00000 2400.00 HANDHOLE, SIGNAL | | | 0091 805-90187 265.000 LFT | 18.00000 4770.00| 18.00000 4770.00| 18.00000 4770.00 CONDUIT, STEEL, GALVANIZED, 4 IN. | | | 0092 808-03178 4.000 EACH| 170.00000 680.00| 190.00000 760.00| 114.00000 456.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,516,719.91 ROUTE : 8902 CALL ORDER : 110 CONTRACT ID : R -22529-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 34-4272670 |(3) 35-1065659 |FOX CONTRACTORS CORPORATION |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-03179 4.000 EACH| 192.00000 768.00| 275.00000 1100.00| 154.00000 616.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0094 808-06712 911.000 LFT | 0.07000 63.77| 0.08000 72.88| 0.06000 54.66 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0095 808-06713 18063.000 LFT | 0.07000 1264.41| 0.08000 1445.04| 0.06000 1083.78 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0096 808-06714 17056.000 LFT | 0.07000 1193.92| 0.08000 1364.48| 0.06000 1023.36 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0097 808-06726 110.000 LFT | 2.50000 275.00| 3.00000 330.00| 1.55000 170.50 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0098 808-75060 607.000 LFT | 1.55000 940.85| 1.75000 1062.25| 1.10000 667.70 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 12 IN. | | | 0099 900-01925 9.000 MOS | 500.00000 4500.00| 1500.00000 13500.00| 1170.00000 10530.00 FIELD OFFICE, 550 SQ FT | | | 0100 920-06775 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 20100.00000 20100.00 MAINTAINING TRAFFIC | | | 0101 930-06845 LUMP| 10000.00000 10000.00| 45006.00000 45006.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0102 940-01001 LUMP| 58000.00000 58000.00| 90000.00000 90000.00| 83200.00000 83200.00 MOBILIZATION AND DEMOBILIZATION | | | 0103 202-02241 2500.000 LFT | 1.52000 3800.00| 1.52000 3800.00| 1.52000 3800.00 GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 1,999,554.25| $ 2,036,186.15| $ 2,061,515.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,999,554.25| $ 2,036,186.15| $ 2,061,515.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 115 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 27 CALL ORDER : 115 CONTRACT ID : R -23257-B COUNTIES : UNION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1912582 EDSAM CONSTRUCTION, INC. $ 373,142.71 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 426,742.28 114.3643% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 51,379.45 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -23721-A COUNTIES : BOONE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0655(091) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 46,764.65 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 67,458.87 144.2518% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 201-52370 LUMP| 2375.00000 2375.00| 2870.00000 2870.00| CLEARING RIGHT OF WAY | | | 0002 202-74045 10.000 EACH| 18.00000 180.00| 94.65000 946.50| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0003 203-02000 30.000 CYS | 20.00000 600.00| 176.00000 5280.00| EXCAVATION, COMMON | | | 0004 203-02070 492.000 CYS | 16.50000 8118.00| 18.60000 9151.20| BORROW | | | 0005 205-02224 300.000 LFT | 2.25000 675.00| 6.30000 1890.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0006 303-52308 585.000 TON | 12.75000 7458.75| 22.50000 13162.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 402-05474 157.000 TON | 41.35000 6491.95| 42.00000 6594.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0008 402-05477 91.000 TON | 48.95000 4454.45| 61.50000 5596.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0009 405-05518 1320.000 SYS | 0.65000 858.00| 0.75000 990.00| ASPHALT FOR PRIME COAT | | | 0010 406-05521 1320.000 SYS | 0.25000 330.00| 0.55000 726.00| ASPHALT FOR TACK COAT | | | 0011 603-06040 122.000 LFT | 10.80000 1317.60| 20.25000 2470.50| FENCE, FARM FIELD, 47 IN. | | | 0012 603-91340 1.000 EACH| 1620.00000 1620.00| 1091.25000 1091.25| FENCE GATE, FARM FIELD, 47 IN. X 20 FT. | | | 0013 611-06497 1.000 EACH| 111.50000 111.50| 201.81000 201.81| MAILBOX ASSEMBLY, SINGLE | | | 0014 615-06490 4.000 EACH| 138.00000 552.00| 141.00000 564.00| RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 51,379.45 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -23721-A COUNTIES : BOONE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 621-01004 1.000 EACH| 360.00000 360.00| 375.00000 375.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06545 0.300 TON | 3400.00000 1020.00| 3970.00000 1191.00| FERTILIZER | | | 0017 621-06548 5.000 LBS | 30.00000 150.00| 31.50000 157.50| SEED MIXTURE, CV | | | 0018 621-06553 10.000 LBS | 27.50000 275.00| 29.00000 290.00| SEED MIXTURE, R | | | 0019 621-06565 0.100 TON | 2600.00000 260.00| 3020.00000 302.00| MULCHING MATERIAL | | | 0020 621-06567 1.000 MG | 2.40000 2.40| 2.50000 2.50| WATER | | | 0021 622-52436 4.000 EACH| 36.00000 144.00| 37.84000 151.36| SIGN, DO NOT MOW OR SPRAY | | | 0022 801-04308 2.000 EACH| 102.00000 204.00| 110.00000 220.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0023 801-06605 6.000 EACH| 85.00000 510.00| 90.00000 540.00| BARRICADE, IIIA | | | 0024 801-06606 4.000 EACH| 96.00000 384.00| 100.00000 400.00| BARRICADE, IIIB | | | 0025 801-06625 6.000 EACH| 108.00000 648.00| 113.00000 678.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0026 801-06640 6.000 EACH| 72.00000 432.00| 75.00000 450.00| CONSTRUCTION SIGN, A | | | 0027 802-02489 22.000 LFT | 11.25000 247.50| 10.50000 231.00| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0028 802-76025 34.000 SFT | 13.20000 448.80| 27.75000 943.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0029 802-76035 23.000 SFT | 14.40000 331.20| 19.10000 439.30| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0030 802-76055 56.000 LFT | 3.60000 201.60| 6.95000 389.20| SIGN POST, A | | | 0031 802-76065 29.000 LFT | 4.10000 118.90| 7.25000 210.25| SIGN POST, B | | | 0032 808-06713 300.000 LFT | 1.20000 360.00| 2.25000 675.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0033 808-06716 400.000 LFT | 1.20000 480.00| 1.26000 504.00| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 51,379.45 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -23721-A COUNTIES : BOONE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 930-06845 LUMP| 2705.00000 2705.00| 4700.00000 4700.00| CONSTRUCTION ENGINEERING | | | 0035 940-01001 LUMP| 2340.00000 2340.00| 3075.00000 3075.00| MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 46,764.65| $ 67,458.87| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 46,764.65| $ 67,458.87| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,792,018.76 ROUTE : I-465 CALL ORDER : 130 CONTRACT ID : R -23849-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4654(318) 4654(318) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9990803 WEDDLE BROTHERS/E & B JOINT VENTURE $ 4,803,680.32 100.0000% 2 99-9995758 BEATY/RIETH-RILEY J/V $ 4,884,176.46 101.6757% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,972,000.00 103.5039% ==================================================================================================================================== |(1) 99-9990803 |(2) 99-9995758 |(3) 35-1917625 |WEDDLE BROTHERS/E & B JOINT |BEATY/RIETH-RILEY J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MILL SURFACE AND ASPHALT OVERLAY | | | 0001 105-01925 12.000 MOS | 1092.90000 13114.80| 1500.00000 18000.00| 1450.00000 17400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 29952.84000 29952.84| 38000.00000 38000.00| 39000.00000 39000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 237086.78000 237086.78| 245000.00000 245000.00| 245000.00000 245000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 183.500 m2 | 26.53000 4868.26| 50.00000 9175.00| 112.00000 20552.00 PAVEMENT, REMOVE | | | 0005 202-02241 591.800 m | 9.00000 5326.20| 7.20000 4260.96| 9.50000 5622.10 GUARDRAIL, REMOVE | | | 0006 202-02277 100.000 m | 7.00000 700.00| 10.50000 1050.00| 15.00000 1500.00 GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 326344.65000 326344.65| 350000.00000 350000.00| 333000.00000 333000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0008 202-51328 LUMP| 146248.83000 146248.83| 350000.00000 350000.00| 350000.00000 350000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0009 202-51328 LUMP| 76688.18000 76688.18| 225282.00000 225282.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0010 202-51368 226.000 m2 | 22.43000 5069.18| 20.00000 4520.00| 18.00000 4068.00 SLOPEWALL, REMOVE | | | 0011 202-60820 273534.000 m2 | 0.42000 114884.28| 0.33000 90266.22| 0.46000 125825.64 SURFACE MILLING, ASPHALT 25 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,792,018.76 ROUTE : I-465 CALL ORDER : 130 CONTRACT ID : R -23849-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990803 |(2) 99-9995758 |(3) 35-1917625 |WEDDLE BROTHERS/E & B JOINT |BEATY/RIETH-RILEY J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-74025 88.000 m | 7.50000 660.00| 7.00000 616.00| 8.00000 704.00 FENCE, REMOVE | | | 0013 203-02000 6805.000 m3 | 8.80000 59884.00| 8.25000 56141.25| 7.50000 51037.50 EXCAVATION, COMMON | | | 0014 203-02070 3762.000 m3 | 18.60000 69973.20| 14.00000 52668.00| 15.00000 56430.00 BORROW | | | 0015 206-51220 855.000 m3 | 37.46000 32028.30| 75.00000 64125.00| 11.00000 9405.00 EXCAVATION, WET | | | 0016 206-51225 496.000 m3 | 24.97000 12385.12| 30.00000 14880.00| 11.00000 5456.00 EXCAVATION, DRY | | | 0017 206-51230 1833.000 m3 | 24.97000 45770.01| 50.00000 91650.00| 11.00000 20163.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 206-51235 LUMP| 176568.65000 176568.65| 75000.00000 75000.00| 22000.00000 22000.00 COFFERDAM , STR. NO. 2 | | | 0019 211-02060 837.800 m3 | 47.05000 39418.49| 38.00000 31836.40| 41.50000 34768.70 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 59.400 m3 | 216.67000 12870.20| 110.00000 6534.00| 140.00000 8316.00 FLOWABLE MORTAR | | | 0021 303-52308 111.300 Mg | 38.81000 4319.55| 26.00000 2893.80| 28.00000 3116.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 310-04013 239.000 m2 | 150.00000 35850.00| 130.00000 31070.00| 130.00000 31070.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0023 401-04817 1694.800 Mg | 40.00000 67792.00| 35.00000 59318.00| 34.00000 57623.20 HMA BASE 25.0 mm, MAINLINE | | | 0024 401-04820 349.800 Mg | 40.00000 13992.00| 38.00000 13292.40| 35.00000 12243.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0025 401-04824 349.000 Mg | 45.00000 15705.00| 37.00000 12913.00| 75.00000 26175.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 401-05456 20674.400 Mg | 42.00000 868324.80| 41.00000 847650.40| 41.00000 847650.40 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 406-05520 71.110 Mg | 165.00000 11733.15| 170.00000 12088.70| 170.00000 12088.70 ASPHALT FOR TACK COAT | | | 0028 501-03489 41.000 EACH| 26.03000 1067.23| 21.00000 861.00| 8.00000 328.00 TIE BAR, RETROFIT | | | 0029 501-05092 425.100 m2 | 79.09000 33621.16| 75.00000 31882.50| 80.00000 34008.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 300 mm | | | 0030 601-01522 4.000 EACH| 1170.00000 4680.00| 1100.00000 4400.00| 1230.00000 4920.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-04746 6.000 EACH| 6200.00000 37200.00| 8800.00000 52800.00| 6500.00000 39000.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,792,018.76 ROUTE : I-465 CALL ORDER : 130 CONTRACT ID : R -23849-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990803 |(2) 99-9995758 |(3) 35-1917625 |WEDDLE BROTHERS/E & B JOINT |BEATY/RIETH-RILEY J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-04754 2.000 EACH| 17810.00000 35620.00| 18000.00000 36000.00| 17900.00000 35800.00 ENERGY ABSORBING TERMINAL | | | 0033 601-04756 1.000 EACH| 6500.00000 6500.00| 6700.00000 6700.00| 6900.00000 6900.00 ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0034 601-06035 245.240 m | 24.00000 5885.76| 28.50000 6989.34| 25.00000 6131.00 GUARDRAIL, RESET | | | 0035 601-99105 182.880 m | 36.00000 6583.68| 28.00000 5120.64| 38.00000 6949.44 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 601-99123 2.000 EACH| 2400.00000 4800.00| 1825.00000 3650.00| 2530.00000 5060.00 GUARDRAIL TRANSITION, GP | | | 0037 602-01064 80.700 m | 564.07000 45520.45| 188.00000 15171.60| 149.00000 12024.30 BARRIER, CONCRETE 1170 | | | 0038 602-06639 1109.480 m | 76.54000 84919.60| 82.00000 90977.36| 82.00000 90977.36 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0039 602-06646 30.480 m | 95.70000 2916.94| 72.00000 2194.56| 80.00000 2438.40 TEMPORARY CONCRETE BARRIER | | | 0040 602-06729 55.000 EACH| 7.00000 385.00| 8.00000 440.00| 7.00000 385.00 BARRIER DELINEATOR | | | 0041 603-01159 52.000 m | 34.00000 1768.00| 42.00000 2184.00| 36.00000 1872.00 FENCE, CHAIN LINK, 1067 mm | | | 0042 603-06040 26.000 m | 33.00000 858.00| 32.00000 832.00| 35.00000 910.00 FENCE, FARM FIELD, 1190 mm | | | 0043 605-05523 105.600 m | 30.00000 3168.00| 73.50000 7761.60| 20.00000 2112.00 CURB, HMA | | | 0044 616-51367 546.000 m2 | 43.51000 23756.46| 150.00000 81900.00| 70.00000 38220.00 SLOPEWALL, CONCRETE, 100 mm | | | 0045 621-01004 3.000 EACH| 650.00000 1950.00| 650.00000 1950.00| 700.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 1.300 Mg | 607.00000 789.10| 610.00000 793.00| 640.00000 832.00 FERTILIZER | | | 0047 621-06548 15.000 kg | 44.00000 660.00| 44.00000 660.00| 46.50000 697.50 SEED MIXTURE, CV | | | 0048 621-06554 231.000 kg | 9.25000 2136.75| 9.25000 2136.75| 10.00000 2310.00 SEED MIXTURE, U | | | 0049 621-06565 6.200 Mg | 467.00000 2895.40| 470.00000 2914.00| 495.00000 3069.00 MULCHING MATERIAL | | | 0050 621-06567 34.700 kL | 0.50000 17.35| 0.50000 17.35| 0.50000 17.35 WATER | | | 0051 621-06574 1915.000 m2 | 3.00000 5745.00| 4.65000 8904.75| 3.20000 6128.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,792,018.76 ROUTE : I-465 CALL ORDER : 130 CONTRACT ID : R -23849-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990803 |(2) 99-9995758 |(3) 35-1917625 |WEDDLE BROTHERS/E & B JOINT |BEATY/RIETH-RILEY J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 701-96089 55.400 m | 124.67000 6906.72| 118.00000 6537.20| 131.00000 7257.40 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0053 701-98647 101.400 m | 124.67000 12641.54| 118.00000 11965.20| 131.00000 13283.40 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0054 701-98649 34.000 m | 164.04000 5577.36| 160.00000 5440.00| 154.00000 5236.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0055 702-51005 736.100 m3 | 548.16000 403500.58| 165.00000 121456.50| 600.00000 441660.00 CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 358.000 m3 | 392.39000 140475.62| 246.00000 88068.00| 500.00000 179000.00 CONCRETE, B, FOOTINGS | | | 0057 702-51110 2045.800 kg | 6.57000 13440.91| 3.55000 7262.59| 6.00000 12274.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0058 702-51863 506.000 EACH| 9.77000 4943.62| 12.00000 6072.00| 5.00000 2530.00 FIELD DRILLED HOLE IN CONCRETE | | | 0059 703-01540 1629.000 EACH| 8.24000 13422.96| 8.00000 13032.00| 8.00000 13032.00 THREADED TIE BAR ASSEMBLY | | | 0060 703-51030 112346.000 kg | 1.21000 135938.66| 1.05000 117963.30| 1.12000 125827.52 REINFORCING STEEL | | | 0061 704-51002 315.500 m3 | 937.63000 295822.27| 600.00000 189300.00| 700.00000 220850.00 CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-05734 4.000 EACH| 1346.60000 5386.40| 1800.00000 7200.00| 1350.00000 5400.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0063 706-51020 78.200 m3 | 636.67000 49787.59| 500.00000 39100.00| 450.00000 35190.00 CONCRETE, C, RAILING | | | 0064 707-51045 LUMP| 20109.15000 20109.15| 22000.00000 22000.00| 30000.00000 30000.00 CONCRETE STRUCTURAL MEMBERS , STR. NO. 1| | | 0065 707-51045 LUMP| 23467.95000 23467.95| 24000.00000 24000.00| 30000.00000 30000.00 CONCRETE STRUCTURAL MEMBERS , STR. NO. 2| | | 0066 709-51821 LUMP| 4399.10000 4399.10| 4225.00000 4225.00| 5100.00000 5100.00 SURFACE SEAL , STR. NO. 1 | | | 0067 709-51821 LUMP| 6250.20000 6250.20| 6000.00000 6000.00| 6950.00000 6950.00 SURFACE SEAL , STR. NO. 2 | | | 0068 709-51821 LUMP| 1979.23000 1979.23| 2000.00000 2000.00| 2300.00000 2300.00 SURFACE SEAL , STR. NO. 3 | | | 0069 711-51038 LUMP| 52679.26000 52679.26| 46000.00000 46000.00| 60000.00000 60000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0070 711-51038 LUMP| 82700.33000 82700.33| 78000.00000 78000.00| 83848.19000 83848.19 STRUCTURAL STEEL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,792,018.76 ROUTE : I-465 CALL ORDER : 130 CONTRACT ID : R -23849-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990803 |(2) 99-9995758 |(3) 35-1917625 |WEDDLE BROTHERS/E & B JOINT |BEATY/RIETH-RILEY J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 711-51038 LUMP| 52379.01000 52379.01| 46000.00000 46000.00| 50000.00000 50000.00 STRUCTURAL STEEL , STR. NO. 3 | | | 0072 711-51866 317.000 EACH| 10.42000 3303.14| 12.00000 3804.00| 10.50000 3328.50 RIVET, REMOVE | | | 0073 711-51878 LUMP| 4773.15000 4773.15| 75000.00000 75000.00| 20000.00000 20000.00 JACKING AND SUPPORTING GIRDERS , STR. | | | NO. 1 | | | 0074 715-05118 28.000 m | 220.00000 6160.00| 41.00000 1148.00| 160.00000 4480.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0075 715-44240 51.800 m3 | 520.54000 26963.97| 450.00000 23310.00| 360.00000 18648.00 CONCRETE, A, STRUCTURES | | | 0076 715-46000 1.000 EACH| 340.00000 340.00| 155.00000 155.00| 200.00000 200.00 PIPE END SECTION, 300 mm | | | 0077 715-91361 21.000 m | 22.74000 477.54| 37.00000 777.00| 20.00000 420.00 PIPE, PVC, 150 mm | | | 0078 720-44296 4.000 EACH| 540.00000 2160.00| 330.00000 1320.00| 165.00000 660.00 CAP INLET | | | 0079 720-45075 1.000 EACH| 1975.00000 1975.00| 1250.00000 1250.00| 1270.00000 1270.00 INLET, R13 | | | 0080 722-51401 55.000 m2 | 215.28000 11840.40| 269.00000 14795.00| 410.00000 22550.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0081 722-51842 15.300 m2 | 290.32000 4441.90| 52.00000 795.60| 650.00000 9945.00 BRIDGE DECK OVERLAY | | | 0082 722-51846 2.000 m3 | 395.00000 790.00| 395.00000 790.00| 395.00000 790.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0083 722-97116 613.200 m2 | 75.35000 46204.62| 64.50000 39551.40| 90.00000 55188.00 BRIDGE DECK OVERLAY PATCHING | | | 0084 726-95870 6.000 EACH| 476.77000 2860.62| 540.00000 3240.00| 550.00000 3300.00 BEARING ASSEMBLY E1 | | | 0085 726-95870 8.000 EACH| 492.97000 3943.76| 555.00000 4440.00| 550.00000 4400.00 BEARING ASSEMBLY E2 | | | 0086 726-95870 4.000 EACH| 433.57000 1734.28| 500.00000 2000.00| 550.00000 2200.00 BEARING ASSEMBLY E3 | | | 0087 726-95870 2.000 EACH| 649.57000 1299.14| 700.00000 1400.00| 725.00000 1450.00 BEARING ASSEMBLY E4 | | | 0088 726-95870 2.000 EACH| 854.77000 1709.54| 900.00000 1800.00| 850.00000 1700.00 BEARING ASSEMBLY F2 | | | 0089 726-95870 2.000 EACH| 288.85000 577.70| 375.00000 750.00| 350.00000 700.00 BEARING ASSEMBLY F3 | | | 0090 726-95870 2.000 EACH| 288.85000 577.70| 375.00000 750.00| 350.00000 700.00 BEARING ASSEMBLY F4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,792,018.76 ROUTE : I-465 CALL ORDER : 130 CONTRACT ID : R -23849-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990803 |(2) 99-9995758 |(3) 35-1917625 |WEDDLE BROTHERS/E & B JOINT |BEATY/RIETH-RILEY J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 726-95870 2.000 EACH| 282.37000 564.74| 375.00000 750.00| 350.00000 700.00 BEARING ASSEMBLY F5 | | | 0092 726-95870 2.000 EACH| 282.37000 564.74| 375.00000 750.00| 350.00000 700.00 BEARING ASSEMBLY F6 | | | 0093 729-51875 3.400 m2 | 560.84000 1906.86| 615.00000 2091.00| 450.00000 1530.00 CONCRETE, A, PATCHING | | | 0094 801-01093 8.000 EACH| 700.00000 5600.00| 700.00000 5600.00| 740.00000 5920.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0095 801-03290 4.000 EACH| 740.00000 2960.00| 740.00000 2960.00| 780.00000 3120.00 CONSTRUCTION SIGN, C | | | 0096 801-04308 6.000 EACH| 250.00000 1500.00| 250.00000 1500.00| 265.00000 1590.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0097 801-06046 4983.000 m | 6.00000 29898.00| 4.80000 23918.40| 3.85000 19184.55 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm | | | 0098 801-06606 12.000 EACH| 100.00000 1200.00| 100.00000 1200.00| 105.00000 1260.00 BARRICADE, IIIB | | | 0099 801-06640 110.000 EACH| 85.00000 9350.00| 85.00000 9350.00| 90.00000 9900.00 CONSTRUCTION SIGN, A | | | 0100 801-06643 6919.000 m | 2.85000 19719.15| 4.00000 27676.00| 3.00000 20757.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0101 801-06644 10890.000 m | 2.85000 31036.50| 4.00000 43560.00| 3.00000 32670.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0102 801-06645 6.000 EACH| 35.00000 210.00| 35.00000 210.00| 37.00000 222.00 CONSTRUCTION SIGN, B | | | 0103 801-06648 4983.000 m | 2.00000 9966.00| 2.35000 11710.05| 1.40000 6976.20 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 125 mm | | | 0104 801-06650 4530.000 EACH| 1.50000 6795.00| 3.75000 16987.50| 3.90000 17667.00 TEMPORARY RAISED PAVEMENT MARKER, 2 | | | 0105 801-06710 520.000 DAY | 16.00000 8320.00| 16.00000 8320.00| 20.00000 10400.00 FLASHING ARROW SIGN | | | 0106 801-06775 LUMP| 85392.81000 85392.81| 110500.00000 110500.00| 110000.00000 110000.00 MAINTAINING TRAFFIC | | | 0107 801-09133 8.000 EACH| 7350.00000 58800.00| 9500.00000 76000.00| 9600.00000 76800.00 CHANGEABLE MESSAGE SIGN | | | 0108 801-96916 54.000 m | 5.70000 307.80| 5.70000 307.80| 6.00000 324.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,792,018.76 ROUTE : I-465 CALL ORDER : 130 CONTRACT ID : R -23849-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990803 |(2) 99-9995758 |(3) 35-1917625 |WEDDLE BROTHERS/E & B JOINT |BEATY/RIETH-RILEY J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 801-97643 1185.000 m | 14.00000 16590.00| 14.00000 16590.00| 12.00000 14220.00 BUZZ STRIPS | | | 0110 802-02489 8.000 m | 34.00000 272.00| 20.00000 160.00| 31.50000 252.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0111 802-76035 1.440 m2 | 93.00000 133.92| 155.00000 223.20| 315.00000 453.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0112 805-05406 6.000 EACH| 24650.00000 147900.00| 25000.00000 150000.00| 25000.00000 150000.00 DATA COLLECTION SITE , 6 LANE | | | 0113 808-06702 12456.000 m | 1.21000 15071.76| 1.25000 15570.00| 1.25000 15570.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0114 808-06711 162.000 m | 0.13000 21.06| 0.13000 21.06| 0.15000 24.30 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0115 808-06713 25558.000 m | 0.13000 3322.54| 0.13000 3322.54| 0.15000 3833.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0116 808-06714 25558.000 m | 0.13000 3322.54| 0.13000 3322.54| 0.15000 3833.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0117 808-06716 2560.000 m | 1.30000 3328.00| 1.30000 3328.00| 1.40000 3584.00 LINE, REMOVE | | | 0118 808-75008 3700.000 m | 0.25000 925.00| 0.25000 925.00| 0.35000 1295.00 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0119 808-75996 2631.000 EACH| 3.23000 8498.13| 4.00000 10524.00| 3.15000 8287.65 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0120 808-75998 2631.000 EACH| 26.50000 69721.50| 30.00000 78930.00| 27.50000 72352.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0121 201-52370 LUMP| 4600.00000 4600.00| 98000.00000 98000.00| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0122 801-04627 180.000 DAY | 338.55000 60939.00| 365.00000 65700.00| 325.00000 58500.00 WATCHMAN | | | SECTION TOTALS | $ 4,803,680.32| $ 4,884,176.46| $ 4,972,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,803,680.32| $ 4,884,176.46| $ 4,972,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,315.40 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -24063-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : NH-200-9(007) NH-200-9(007) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 321,110.60 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 355,236.66 110.6275% 3 35-1139301 E & B PAVING, INC. $ 363,300.96 113.1388% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1139301 |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY,|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3800.00000 3800.00| 5000.00000 5000.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 17500.00000 17500.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1984.29000 1984.29| 13000.00000 13000.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 128.500 m | 5.84000 750.44| 5.84000 750.44| 5.84000 750.44 GUARDRAIL, REMOVE | | | 0006 202-60820 4520.000 m2 | 2.25000 10170.00| 1.50000 6780.00| 3.25000 14690.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 804.000 m3 | 23.00000 18492.00| 22.00000 17688.00| 19.20000 15436.80 EXCAVATION, COMMON | | | 0008 203-02070 752.000 m3 | 5.00000 3760.00| 15.00000 11280.00| 26.80000 20153.60 BORROW | | | 0009 205-02224 410.000 m | 5.25000 2152.50| 5.25000 2152.50| 5.25000 2152.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 39.000 m | 9.85000 384.15| 9.85000 384.15| 9.85000 384.15 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 2.000 EACH| 65.00000 130.00| 65.00000 130.00| 65.00000 130.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,315.40 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -24063-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1139301 |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY,|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 129.000 m3 | 19.00000 2451.00| 10.00000 1290.00| 17.00000 2193.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 466.000 Mg | 21.00000 9786.00| 14.00000 6524.00| 16.10000 7502.60 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 895.000 Mg | 28.00000 25060.00| 28.00000 25060.00| 32.00000 28640.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05470 993.000 Mg | 22.00000 21846.00| 27.00000 26811.00| 32.00000 31776.00 HMA BASE C25.0 mm, MAINLINE | | | 0017 402-05474 1196.000 Mg | 28.00000 33488.00| 26.00000 31096.00| 34.50000 41262.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 511.000 Mg | 41.00000 20951.00| 45.00000 22995.00| 38.50000 19673.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 303.000 Mg | 32.00000 9696.00| 34.00000 10302.00| 34.00000 10302.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 1317.000 m2 | 3.00000 3951.00| 1.50000 1975.50| 3.10000 4082.70 SEAL COAT, 2 | | | 0021 405-05518 567.000 m2 | 1.00000 567.00| 1.00000 567.00| 1.60000 907.20 ASPHALT FOR PRIME COAT | | | 0022 406-05520 4.660 Mg | 160.00000 745.60| 275.00000 1281.50| 165.00000 768.90 ASPHALT FOR TACK COAT | | | 0023 601-94689 2.000 EACH| 3300.00000 6600.00| 3300.00000 6600.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 141.900 m | 31.10000 4413.09| 31.10000 4413.09| 31.10000 4413.09 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 604-91531 32.300 m2 | 25.05000 809.12| 50.00000 1615.00| 30.00000 969.00 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-02042 4.000 EACH| 890.00000 3560.00| 750.00000 3000.00| 380.00000 1520.00 CURB AND GUTTER TURNOUT, CONCRETE | | | 0027 605-06150 242.500 m | 41.38000 10034.65| 60.00000 14550.00| 28.80000 6984.00 CURB AND GUTTER, C, CONCRETE | | | 0028 610-05527 53.000 Mg | 80.00000 4240.00| 60.00000 3180.00| 46.00000 2438.00 HMA FOR APPROACHES | | | 0029 611-06497 2.000 EACH| 140.00000 280.00| 138.00000 276.00| 100.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 8.000 EACH| 120.00000 960.00| 120.00000 960.00| 120.00000 960.00 RIGHT OF WAY MARKER | | | 0031 615-06500 1.000 EACH| 330.00000 330.00| 330.00000 330.00| 330.00000 330.00 MONUMENT, A | | | 0032 621-06575 3711.000 m2 | 2.90000 10761.90| 2.90000 10761.90| 2.90000 10761.90 SODDING, NURSERY | | | 0033 715-05048 390.000 m | 12.00000 4680.00| 20.00000 7800.00| 11.00000 4290.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,315.40 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -24063-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1139301 |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY,|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-05053 18.000 m | 51.00000 918.00| 100.00000 1800.00| 23.00000 414.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0035 715-05119 45.000 m | 72.00000 3240.00| 165.00000 7425.00| 81.50000 3667.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05149 3.000 m | 175.00000 525.00| 200.00000 600.00| 61.00000 183.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0037 715-05151 11.000 m | 101.00000 1111.00| 250.00000 2750.00| 81.50000 896.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0038 715-46000 1.000 EACH| 200.00000 200.00| 250.00000 250.00| 165.00000 165.00 PIPE END SECTION, 300 mm | | | 0039 715-46005 4.000 EACH| 225.00000 900.00| 300.00000 1200.00| 195.00000 780.00 PIPE END SECTION, 375 mm | | | 0040 718-04881 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 150.00000 300.00 OUTLET PROTECTOR, B | | | 0041 718-52610 75.000 m3 | 25.00000 1875.00| 30.00000 2250.00| 36.20000 2715.00 AGGREGATE FOR UNDERDRAINS | | | 0042 801-06640 12.000 EACH| 142.00000 1704.00| 142.00000 1704.00| 142.00000 1704.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 1.00000 4.00| 1.00000 4.00| 1.00000 4.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 17500.00000 17500.00 MAINTAINING TRAFFIC | | | 0045 802-02489 37.200 m | 28.00000 1041.60| 28.00000 1041.60| 28.00000 1041.60 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0046 802-76025 5.495 m2 | 144.87000 796.06| 145.00000 796.78| 145.00000 796.78 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0047 802-76035 1.310 m2 | 165.00000 216.15| 165.00000 216.15| 165.00000 216.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0048 804-06770 1.000 EACH| 25.00000 25.00| 25.00000 25.00| 25.00000 25.00 DELINEATOR POST | | | 0049 805-01816 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0050 805-01822 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00 SPAN, CATENARY AND TETHER, INSTALL | | | 0051 805-01825 4.000 EACH| 190.00000 760.00| 190.00000 760.00| 190.00000 760.00 DISCONNECT HANGER, INSTALL | | | 0052 805-01842 5.000 EACH| 600.00000 3000.00| 600.00000 3000.00| 600.00000 3000.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,315.40 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -24063-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1139301 |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY,|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 805-01893 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC SIGNAL | | | 0054 805-02087 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0055 805-02503 650.000 m | 0.70000 455.00| 0.70000 455.00| 0.70000 455.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0056 805-06592 253.000 m | 28.00000 7084.00| 28.00000 7084.00| 28.00000 7084.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0057 805-78205 8.000 EACH| 440.00000 3520.00| 440.00000 3520.00| 440.00000 3520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0058 805-78350 2.000 EACH| 286.00000 572.00| 286.00000 572.00| 286.00000 572.00 PEDESTRIAN SIGNAL HEAD, 230 mm | | | 0059 805-78370 2.000 EACH| 65.00000 130.00| 65.00000 130.00| 65.00000 130.00 PEDESTRIAN PUSH BUTTON | | | 0060 805-78445 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 SIGNAL SERVICE | | | 0061 805-78467 16.000 m | 4.75000 76.00| 4.75000 76.00| 4.75000 76.00 SIGNAL CABLE, 3C 8GA. | | | 0062 805-78480 111.000 m | 2.80000 310.80| 2.80000 310.80| 2.80000 310.80 SIGNAL CABLE, 3C 14GA. | | | 0063 805-78485 256.000 m | 3.00000 768.00| 3.00000 768.00| 3.00000 768.00 SIGNAL CABLE, 5C 14GA. | | | 0064 805-78490 120.000 m | 3.70000 444.00| 3.70000 444.00| 3.70000 444.00 SIGNAL CABLE, 7C 14GA. | | | 0065 805-78510 400.000 m | 2.80000 1120.00| 2.80000 1120.00| 2.80000 1120.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0066 805-78785 7.000 EACH| 475.00000 3325.00| 475.00000 3325.00| 475.00000 3325.00 SIGNAL DETECTOR HOUSING | | | 0067 805-78795 240.000 m | 28.00000 6720.00| 28.00000 6720.00| 28.00000 6720.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0068 805-81032 4.000 EACH| 2500.00000 10000.00| 2500.00000 10000.00| 2500.00000 10000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0069 808-06701 11.000 m | 3.00000 33.00| 3.00000 33.00| 3.00000 33.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0070 808-06703 258.000 m | 3.00000 774.00| 3.00000 774.00| 3.00000 774.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0071 808-06713 1020.000 m | 0.60000 612.00| 0.60000 612.00| 0.60000 612.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,315.40 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -24063-A COUNTIES : ALLEN LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1139301 |JOHNSON, S.E. COMPANIES, INC|BROOKS CONSTRUCTION COMPANY,|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-74815 54.000 m | 0.10000 5.40| 0.10000 5.40| 0.10000 5.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0073 808-75245 2535.000 m | 0.01000 25.35| 0.01000 25.35| 0.01000 25.35 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0074 808-75297 43.000 m | 14.50000 623.50| 14.50000 623.50| 14.50000 623.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0075 808-75320 7.000 EACH| 101.00000 707.00| 101.00000 707.00| 101.00000 707.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 3.000 EACH| 160.00000 480.00| 160.00000 480.00| 160.00000 480.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-75998 52.000 EACH| 34.25000 1781.00| 34.25000 1781.00| 34.25000 1781.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 321,110.60| $ 355,236.66| $ 363,300.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 321,110.60| $ 355,236.66| $ 363,300.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 152 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 967,363.88 ROUTE : NHS US 50 CALL ORDER : 152 CONTRACT ID : R -24065-A COUNTIES : JACKSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0428(00D) 0428(00D) 0428(00D) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 768,272.05 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 967,274.52 125.9026% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE WIDENING | | | 0001 201-52370 LUMP| 22800.00000 22800.00| 14400.00000 14400.00| CLEARING RIGHT OF WAY | | | 0002 202-01874 2.000 EACH| 40.00000 80.00| 43.00000 86.00| SHEET SIGN AND POST, REMOVE | | | 0003 202-02189 1.000 EACH| 110.00000 110.00| 100.00000 100.00| BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0004 202-51328 LUMP| 12000.00000 12000.00| 22000.00000 22000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 202-60820 6033.000 SYS | 1.50000 9049.50| 2.20000 13272.60| SURFACE MILLING, ASPHALT | | | 0006 202-74075 1.000 EACH| 1500.00000 1500.00| 2100.00000 2100.00| OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0007 202-74080 2.000 EACH| 450.00000 900.00| 760.00000 1520.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0008 203-02000 1441.000 CYS | 10.00000 14410.00| 20.00000 28820.00| EXCAVATION, COMMON | | | 0009 203-02070 2704.000 CYS | 8.75000 23660.00| 10.00000 27040.00| BORROW | | | 0010 205-02224 1263.000 LFT | 1.75000 2210.25| 2.00000 2526.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02236 8.000 EACH| 85.00000 680.00| 110.00000 880.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 152 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 967,363.88 ROUTE : NHS US 50 CALL ORDER : 152 CONTRACT ID : R -24065-A COUNTIES : JACKSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02237 8.000 EACH| 85.00000 680.00| 110.00000 880.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 211-02050 122.000 CYS | 14.00000 1708.00| 13.50000 1647.00| B BORROW | | | 0014 303-52308 590.100 TON | 15.00000 8851.50| 19.00000 11211.90| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 304-04405 1207.000 CYS | 23.00000 27761.00| 28.00000 33796.00| SUBBASE | | | 0016 307-04041 4076.000 SYS | 27.00000 110052.00| 30.00000 122280.00| PORTLAND CEMENT CONCRETE BASE | | | 0017 402-05470 282.000 TON | 37.00000 10434.00| 62.50000 17625.00| HMA BASE C25.0 mm, MAINLINE | | | 0018 402-05475 1076.000 TON | 35.25000 37929.00| 35.00000 37660.00| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0019 402-05477 677.000 TON | 37.50000 25387.50| 40.00000 27080.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05495 193.000 TON | 58.00000 11194.00| 44.00000 8492.00| HMA WEDGE AND LEVEL | | | 0021 405-05518 4639.000 SYS | 0.50000 2319.50| 0.35000 1623.65| ASPHALT FOR PRIME COAT | | | 0022 406-05521 9841.000 SYS | 0.20000 1968.20| 0.03000 295.23| ASPHALT FOR TACK COAT | | | 0023 501-02400 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| PROFILOGRAPH | | | 0024 501-05090 522.500 SYS | 54.00000 28215.00| 50.00000 26125.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0025 501-05320 805.000 SYS | 35.00000 28175.00| 34.00000 27370.00| CEMENT CONCRETE PAVEMENT FOR PRIVATE | | | DRIVES | | | 0026 601-04412 2.000 EACH| 1275.00000 2550.00| 1730.00000 3460.00| GUARDRAIL, BURIED END | | | 0027 601-04793 65.625 LFT | 140.00000 9187.50| 93.50000 6135.94| GUARDRAIL , TWO TUBE, 3 FT. 1.5 IN. | | | SPACING | | | 0028 601-04793 9.250 LFT | 150.00000 1387.50| 89.00000 823.25| GUARDRAIL , TWO TUBE, 4 FT, 7.5 IN. | | | SPACING | | | 0029 601-04793 125.000 LFT | 90.00000 11250.00| 87.00000 10875.00| GUARDRAIL , TWO TUBE, 6 FT. 3 IN SPACING| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 152 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 967,363.88 ROUTE : NHS US 50 CALL ORDER : 152 CONTRACT ID : R -24065-A COUNTIES : JACKSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-04793 31.250 LFT | 100.00000 3125.00| 100.00000 3125.00| GUARDRAIL ,TWO TUBE,SHOP CURVED,6 FT. 3 | | | IN.SPACING | | | 0031 602-06639 310.000 LFT | 25.00000 7750.00| 36.00000 11160.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0032 602-06646 370.000 LFT | 16.00000 5920.00| 31.75000 11747.50| TEMPORARY CONCRETE BARRIER | | | 0033 604-91531 923.000 SYS | 22.50000 20767.50| 23.00000 21229.00| SIDEWALK, CONCRETE, 4 IN. | | | 0034 605-06090 1998.000 LFT | 9.00000 17982.00| 10.00000 19980.00| CURB, INTEGRAL, CONCRETE | | | 0035 605-06120 40.000 LFT | 20.00000 800.00| 21.00000 840.00| CURB, CONCRETE | | | 0036 610-05527 75.000 TON | 58.00000 4350.00| 67.50000 5062.50| HMA FOR APPROACHES | | | 0037 611-06497 1.000 EACH| 100.00000 100.00| 96.50000 96.50| MAILBOX ASSEMBLY, SINGLE | | | 0038 611-06498 1.000 EACH| 125.00000 125.00| 112.50000 112.50| MAILBOX ASSEMBLY, DOUBLE | | | 0039 615-06490 10.000 EACH| 110.00000 1100.00| 105.00000 1050.00| RIGHT OF WAY MARKER | | | 0040 615-06500 2.000 EACH| 350.00000 700.00| 425.00000 850.00| MONUMENT, A | | | 0041 616-06396 22.000 TON | 25.00000 550.00| 25.00000 550.00| RIPRAP | | | 0042 621-06567 20.000 MG | 2.00000 40.00| 2.10000 42.00| WATER | | | 0043 621-06575 5000.000 SYS | 2.75000 13750.00| 2.80000 14000.00| SODDING, NURSERY | | | 0044 701-05686 352.000 LFT | 48.00000 16896.00| 33.00000 11616.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 0.203 IN., 14 IN. | | | 0045 701-98648 44.000 LFT | 65.00000 2860.00| 60.00000 2640.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.203 IN., 14 | | | IN. | | | 0046 702-51863 286.000 EACH| 11.00000 3146.00| 6.00000 1716.00| FIELD DRILLED HOLE IN CONCRETE | | | 0047 702-90915 24.980 CYS | 175.00000 4371.50| 300.00000 7494.00| CONCRETE, A | | | 0048 703-01540 46.000 EACH| 20.00000 920.00| 12.50000 575.00| THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 152 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 967,363.88 ROUTE : NHS US 50 CALL ORDER : 152 CONTRACT ID : R -24065-A COUNTIES : JACKSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 703-51030 523.000 LBS | 0.50000 261.50| 0.55000 287.65| REINFORCING STEEL | | | 0050 703-90976 19091.000 LBS | 0.60000 11454.60| 0.55000 10500.05| REINFORCING STEEL, GRADE 60 | | | 0051 703-96177 9307.000 LBS | 0.70000 6514.90| 0.60000 5584.20| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0052 704-51002 46.800 CYS | 504.00000 23587.20| 1200.00000 56160.00| CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-03705 168.500 LFT | 75.00000 12637.50| 127.50000 21483.75| BRIDGE RAIL , CURB MOUNT, TWO TUBE | | | 0054 709-51821 LUMP| 616.00000 616.00| 1920.00000 1920.00| SURFACE SEAL | | | 0055 715-04612 24.000 LFT | 10.00000 240.00| 18.50000 444.00| PIPE , FBCS & L, CSP, 150mm | | | 0056 715-05119 80.000 LFT | 14.00000 1120.00| 28.00000 2240.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0057 715-13015 516.000 LFT | 20.00000 10320.00| 31.00000 15996.00| PIPE, GROUP L, 15 IN. | | | 0058 715-13020 285.000 LFT | 21.00000 5985.00| 32.50000 9262.50| PIPE, GROUP L, 18 IN. | | | 0059 715-13035 315.000 LFT | 28.00000 8820.00| 55.00000 17325.00| PIPE, GROUP L, 30 IN. | | | 0060 715-46005 1.000 EACH| 150.00000 150.00| 240.00000 240.00| PIPE END SECTION, 15 IN. | | | 0061 715-46010 1.000 EACH| 185.00000 185.00| 280.00000 280.00| PIPE END SECTION, 18 IN. | | | 0062 715-92630 84.000 LFT | 47.00000 3948.00| 82.00000 6888.00| PIPE, SLOTTED DRAIN, 15 IN. | | | 0063 720-45010 2.000 EACH| 1000.00000 2000.00| 1050.00000 2100.00| INLET, A3 | | | 0064 720-45035 2.000 EACH| 900.00000 1800.00| 1000.00000 2000.00| INLET, F7 | | | 0065 720-45045 4.000 EACH| 1050.00000 4200.00| 1150.00000 4600.00| INLET, J10 | | | 0066 720-45055 2.000 EACH| 1050.00000 2100.00| 1150.00000 2300.00| INLET, M10 | | | 0067 720-45265 1.000 EACH| 675.00000 675.00| 710.00000 710.00| PIPE CATCH BASIN, 15 IN. | | | 0068 720-45270 3.000 EACH| 750.00000 2250.00| 800.00000 2400.00| PIPE CATCH BASIN, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 152 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 967,363.88 ROUTE : NHS US 50 CALL ORDER : 152 CONTRACT ID : R -24065-A COUNTIES : JACKSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 720-45400 5.000 EACH| 950.00000 4750.00| 1300.00000 6500.00| MANHOLE, A4 | | | 0070 720-45605 5.000 LFT | 250.00000 1250.00| 365.00000 1825.00| MANHOLE, RECONSTRUCT STRUCTURE | | | 0071 720-94473 10.730 LFT | 200.00000 2146.00| 315.00000 3379.95| INLET, RECONSTRUCT | | | 0072 722-51842 480.100 SYS | 49.00000 23524.90| 60.00000 28806.00| BRIDGE DECK OVERLAY | | | 0073 722-51846 5.900 CYS | 395.00000 2330.50| 395.00000 2330.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0074 722-51852 75.500 SFT | 13.00000 981.50| 13.00000 981.50| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0075 722-60824 419.500 SYS | 7.00000 2936.50| 10.00000 4195.00| SURFACE MILLING | | | 0076 801-06606 4.000 EACH| 120.00000 480.00| 105.00000 420.00| BARRICADE, IIIB | | | 0077 801-06640 33.000 EACH| 80.00000 2640.00| 84.00000 2772.00| CONSTRUCTION SIGN, A | | | 0078 801-06643 5680.000 LFT | 0.90000 5112.00| 0.92000 5225.60| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0079 801-06644 4930.000 LFT | 0.90000 4437.00| 0.92000 4535.60| TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0080 801-06710 90.000 DAY | 15.00000 1350.00| 19.00000 1710.00| FLASHING ARROW SIGN | | | 0081 802-02489 74.000 LFT | 8.50000 629.00| 9.00000 666.00| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 65.000 SFT | 15.00000 975.00| 15.50000 1007.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 802-76035 12.500 SFT | 16.00000 200.00| 17.75000 221.88| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0084 805-01815 2.000 EACH| 1500.00000 3000.00| 1565.00000 3130.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0085 805-01836 330.000 LFT | 0.75000 247.50| 0.75000 247.50| SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 152 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 967,363.88 ROUTE : NHS US 50 CALL ORDER : 152 CONTRACT ID : R -24065-A COUNTIES : JACKSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 805-01843 1.000 EACH| 220.00000 220.00| 230.00000 230.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0087 805-02087 LUMP| 200.00000 200.00| 220.00000 220.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0088 805-02202 1.000 EACH| 600.00000 600.00| 620.00000 620.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0089 805-02327 8.000 EACH| 200.00000 1600.00| 210.00000 1680.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0090 805-02328 3650.000 LFT | 0.50000 1825.00| 0.52000 1898.00| SIGNAL CABLE, 1C 14GA. | | | 0091 805-02595 3.000 EACH| 110.00000 330.00| 116.00000 348.00| CONTROLLER, RESET TIMING | | | 0092 805-78205 4.000 EACH| 350.00000 1400.00| 375.00000 1500.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0093 805-78230 2.000 EACH| 575.00000 1150.00| 620.00000 1240.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0094 805-78415 3.000 EACH| 1250.00000 3750.00| 1290.00000 3870.00| SPAN, CATENARY, AND TETHER | | | 0095 805-78420 3.000 EACH| 200.00000 600.00| 200.00000 600.00| DISCONNECT HANGER | | | 0096 805-78480 421.000 LFT | 0.80000 336.80| 0.85000 357.85| SIGNAL CABLE, 3C 14GA. | | | 0097 805-78485 700.000 LFT | 1.10000 770.00| 1.10000 770.00| SIGNAL CABLE, 5C 14GA. | | | 0098 805-78490 310.000 LFT | 1.10000 341.00| 1.15000 356.50| SIGNAL CABLE, 7C 14GA. | | | 0099 805-78795 1100.000 LFT | 8.00000 8800.00| 8.10000 8910.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0100 805-81032 2.000 EACH| 2650.00000 5300.00| 2800.00000 5600.00| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0101 805-94295 10.000 EACH| 200.00000 2000.00| 220.00000 2200.00| SIGNAL HEAD, RELOCATE | | | 0102 806-53072 LUMP| 550.00000 550.00| 590.00000 590.00| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0103 808-01153 2810.000 LFT | 0.35000 983.50| 0.26000 730.60| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 152 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 967,363.88 ROUTE : NHS US 50 CALL ORDER : 152 CONTRACT ID : R -24065-A COUNTIES : JACKSON LETTING DATE : 04/20/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR, INC|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 808-01154 2770.000 LFT | 0.35000 969.50| 0.26000 720.20| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 4 IN. | | | 0105 808-06701 780.000 LFT | 0.40000 312.00| 0.32000 249.60| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0106 808-06716 9570.000 LFT | 0.30000 2871.00| 0.42000 4019.40| LINE, REMOVE | | | 0107 808-75043 516.000 LFT | 1.00000 516.00| 0.48000 247.68| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0108 808-75245 3453.000 LFT | 0.40000 1381.20| 0.28000 966.84| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75297 124.000 LFT | 3.50000 434.00| 3.15000 390.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0110 808-75300 525.000 LFT | 1.00000 525.00| 0.74000 388.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0111 808-75320 7.000 EACH| 75.00000 525.00| 60.00000 420.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0112 808-75325 3.000 EACH| 85.00000 255.00| 74.00000 222.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0113 808-96016 135.000 LFT | 2.00000 270.00| 1.80000 243.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0114 900-06790 12.000 MOS | 400.00000 4800.00| 1500.00000 18000.00| FIELD OFFICE, 300 SQ FT | | | 0115 920-06775 LUMP| 8000.00000 8000.00| 42000.00000 42000.00| MAINTAINING TRAFFIC | | | 0116 930-06845 LUMP| 21700.00000 21700.00| 22000.00000 22000.00| CONSTRUCTION ENGINEERING | | | 0117 940-01001 LUMP| 26400.00000 26400.00| 48500.00000 48500.00| MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 768,272.05| $ 967,274.52| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 768,272.05| $ 967,274.52| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 159 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,808.92 ROUTE : CALL ORDER : 159 CONTRACT ID : R -24284-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE(027) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 310,490.34 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION COMPANY, INC. $ 312,534.94 100.6585% 3 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 314,611.84 101.3274% 4 35-1826105 R & W CONTRACTING, INC. $ 317,784.00 102.3490% 5 35-1912582 EDSAM CONSTRUCTION, INC. $ 332,632.87 107.1314% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1817574 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION COMP|YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES | | | 0001 105-01925 10.000 MOS | 1400.00000 14000.00| 900.00000 9000.00| 1000.00000 10000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| 5800.00000 5800.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15520.00000 15520.00| 15000.00000 15000.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 27115.00000 27115.00| 21000.00000 21000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 966.800 m3 | 24.75000 23928.30| 13.00000 12568.40| 15.00000 14502.00 EXCAVATION, COMMON | | | 0006 203-02070 21.900 m3 | 45.00000 985.50| 25.00000 547.50| 70.00000 1533.00 BORROW | | | 0007 205-02224 1724.000 m | 5.00000 8620.00| 5.10000 8792.40| 6.50000 11206.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 30.250 m | 7.50000 226.88| 9.00000 272.25| 9.00000 272.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 210-04181 2.000 EACH| 1100.00000 2200.00| 1150.00000 2300.00| 650.00000 1300.00 BICYCLE RACK | | | 0010 211-02060 2.400 m3 | 119.00000 285.60| 100.00000 240.00| 100.00000 240.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 1360.000 Mg | 19.00000 25840.00| 12.00000 16320.00| 20.00000 27200.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05487 271.700 Mg | 59.00000 16030.30| 65.00000 17660.50| 37.40000 10161.58 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 159 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,808.92 ROUTE : CALL ORDER : 159 CONTRACT ID : R -24284-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1817574 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION COMP|YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05490 543.500 Mg | 49.00000 26631.50| 53.00000 28805.50| 45.00000 24457.50 HMA SURFACE 9.5 mm, SHOULDER | | | 0014 406-05520 1.240 Mg | 330.00000 409.20| 395.00000 489.80| 350.00000 434.00 ASPHALT FOR TACK COAT | | | 0015 501-04870 41.200 m2 | 46.00000 1895.20| 52.00000 2142.40| 25.00000 1030.00 CEMENT CONCRETE PAVEMENT, PLAIN, FOR | | | SUPPORT PADS, 100 mm | | | 0016 501-05140 54.000 m2 | 42.00000 2268.00| 57.00000 3078.00| 30.00000 1620.00 CEMENT CONCRETE PAVEMENT, PLAIN, 150 mm | | | 0017 603-03831 3.000 EACH| 450.00000 1350.00| 2775.00000 8325.00| 1200.00000 3600.00 CONTROL GATE | | | 0018 603-04099 9.000 EACH| 900.00000 8100.00| 825.00000 7425.00| 1110.00000 9990.00 PIPE BOLLARD | | | 0019 603-04847 7.000 EACH| 200.00000 1400.00| 800.00000 5600.00| 388.50000 2719.50 FENCE GATE | | | 0020 603-91714 1156.400 m | 50.50000 58398.20| 60.00000 69384.00| 62.00000 71696.80 FENCE, RAIL, WOOD | | | 0021 611-03671 2.000 EACH| 725.00000 1450.00| 750.00000 1500.00| 1100.00000 2200.00 TRASH RECEPTACLE | | | 0022 615-06496 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 80.00000 160.00 PARKING BARRIER | | | 0023 616-02320 712.400 m2 | 2.45000 1745.38| 3.80000 2707.12| 1.90000 1353.56 GEOTEXTILES | | | 0024 616-06406 534.300 m2 | 18.50000 9884.55| 20.00000 10686.00| 28.00000 14960.40 RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 525.00000 525.00| 500.00000 500.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06545 0.550 Mg | 2000.00000 1100.00| 2500.00000 1375.00| 1000.00000 550.00 FERTILIZER | | | 0027 621-06553 120.000 kg | 55.50000 6660.00| 70.00000 8400.00| 12.00000 1440.00 SEED MIXTURE, R | | | 0028 621-06567 0.110 kL | 2.25000 0.25| 10.00000 1.10| 200.00000 22.00 WATER | | | 0029 621-06575 467.500 m2 | 5.80000 2711.50| 7.00000 3272.50| 6.00000 2805.00 SODDING, NURSERY | | | 0030 621-98503 2.740 Mg | 1700.00000 4658.00| 1900.00000 5206.00| 450.00000 1233.00 MULCH MATERIAL | | | 0031 622-05651 8.000 EACH| 450.00000 3600.00| 550.00000 4400.00| 600.00000 4800.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 159 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,808.92 ROUTE : CALL ORDER : 159 CONTRACT ID : R -24284-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1817574 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION COMP|YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 622-05654 283.000 EACH| 20.00000 5660.00| 25.00000 7075.00| 25.00000 7075.00 PLANT, PERENNIAL | | | 0033 712-03812 3.000 EACH| 1200.00000 3600.00| 1150.00000 3450.00| 1500.00000 4500.00 BENCH , STEEL | | | 0034 715-05048 164.000 m | 20.50000 3362.00| 28.00000 4592.00| 15.00000 2460.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0035 715-05168 22.000 m | 64.00000 1408.00| 38.00000 836.00| 78.00000 1716.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0036 715-05169 18.000 m | 79.00000 1422.00| 48.00000 864.00| 68.00000 1224.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0037 715-46000 6.000 EACH| 180.00000 1080.00| 275.00000 1650.00| 190.00000 1140.00 PIPE END SECTION, 300 mm | | | 0038 715-46005 4.000 EACH| 200.00000 800.00| 335.00000 1340.00| 190.00000 760.00 PIPE END SECTION, 375 mm | | | 0039 718-52610 38.000 m3 | 26.75000 1016.50| 25.00000 950.00| 20.00000 760.00 AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 500.000 m2 | 1.00000 500.00| 3.65000 1825.00| 1.00000 500.00 GEOTEXTILES FOR UNDERDRAIN | | | 0041 801-06622 3.000 EACH| 130.00000 390.00| 170.00000 510.00| 150.00000 450.00 STANDARD BARRICADE, III | | | 0042 802-03821 23.000 EACH| 275.00000 6325.00| 155.00000 3565.00| 433.75000 9976.25 SIGN, SHEET WITH LEGEND | | | 0043 802-04314 2.000 EACH| 2000.00000 4000.00| 5100.00000 10200.00| 5692.00000 11384.00 SIGN AND SUPPORTS, INFORMATION DIRECTORY| | | 0044 808-03439 15.000 m | 25.50000 382.50| 32.00000 480.00| 30.00000 450.00 TRANSVERSE MARKINGS, CROSSWALK, | | | THERMOPLASTIC, WHITE, 600 mm | | | 0045 808-06714 1448.500 m | 0.85000 1231.23| 1.02000 1477.47| 1.00000 1448.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0046 808-06723 2.000 EACH| 110.00000 220.00| 130.00000 260.00| 125.00000 250.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0047 808-06726 4.500 m | 9.50000 42.75| 12.00000 54.00| 11.00000 49.50 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0048 808-75056 32.000 m | 4.75000 152.00| 6.50000 208.00| 6.00000 192.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 200 mm | | | 0049 808-97222 2.000 EACH| 80.00000 160.00| 100.00000 200.00| 95.00000 190.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 159 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,808.92 ROUTE : CALL ORDER : 159 CONTRACT ID : R -24284-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1817574 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION COMP|YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 310,490.34| $ 312,534.94| $ 314,611.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 310,490.34| $ 312,534.94| $ 314,611.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 159 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,808.92 ROUTE : CALL ORDER : 159 CONTRACT ID : R -24284-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1826105 |(5) 35-1912582 | |R & W CONTRACTING, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES | | | 0001 105-01925 10.000 MOS | 800.00000 8000.00| 1210.00000 12100.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11019.15000 11019.15| 16000.00000 16000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 20800.00000 20800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 35500.00000 35500.00| CLEARING RIGHT OF WAY | | | 0005 203-02000 966.800 m3 | 20.00000 19336.00| 6.60000 6380.88| EXCAVATION, COMMON | | | 0006 203-02070 21.900 m3 | 75.00000 1642.50| 16.50000 361.35| BORROW | | | 0007 205-02224 1724.000 m | 8.00000 13792.00| 3.63000 6258.12| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 30.250 m | 50.00000 1512.50| 9.90000 299.48| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 210-04181 2.000 EACH| 2000.00000 4000.00| 962.50000 1925.00| BICYCLE RACK | | | 0010 211-02060 2.400 m3 | 75.00000 180.00| 110.00000 264.00| B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 1360.000 Mg | 15.00000 20400.00| 16.50000 22440.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05487 271.700 Mg | 55.00000 14943.50| 64.90000 17633.33| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0013 402-05490 543.500 Mg | 55.00000 29892.50| 53.90000 29294.65| HMA SURFACE 9.5 mm, SHOULDER | | | 0014 406-05520 1.240 Mg | 750.00000 930.00| 363.00000 450.12| ASPHALT FOR TACK COAT | | | 0015 501-04870 41.200 m2 | 62.50000 2575.00| 49.50000 2039.40| CEMENT CONCRETE PAVEMENT, PLAIN, FOR | | | SUPPORT PADS, 100 mm | | | 0016 501-05140 54.000 m2 | 75.00000 4050.00| 49.50000 2673.00| CEMENT CONCRETE PAVEMENT, PLAIN, 150 mm | | | 0017 603-03831 3.000 EACH| 1500.00000 4500.00| 2123.00000 6369.00| CONTROL GATE | | | 0018 603-04099 9.000 EACH| 1250.00000 11250.00| 880.00000 7920.00| PIPE BOLLARD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 159 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,808.92 ROUTE : CALL ORDER : 159 CONTRACT ID : R -24284-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1826105 |(5) 35-1912582 | |R & W CONTRACTING, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 603-04847 7.000 EACH| 500.00000 3500.00| 605.00000 4235.00| FENCE GATE | | | 0020 603-91714 1156.400 m | 40.00000 46256.00| 69.14000 79953.50| FENCE, RAIL, WOOD | | | 0021 611-03671 2.000 EACH| 750.00000 1500.00| 605.00000 1210.00| TRASH RECEPTACLE | | | 0022 615-06496 2.000 EACH| 80.00000 160.00| 75.90000 151.80| PARKING BARRIER | | | 0023 616-02320 712.400 m2 | 6.25000 4452.50| 2.42000 1724.01| GEOTEXTILES | | | 0024 616-06406 534.300 m2 | 15.00000 8014.50| 19.80000 10579.14| RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 575.00000 575.00| 550.00000 550.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06545 0.550 Mg | 2250.00000 1237.50| 2145.00000 1179.75| FERTILIZER | | | 0027 621-06553 120.000 kg | 63.25000 7590.00| 60.50000 7260.00| SEED MIXTURE, R | | | 0028 621-06567 0.110 kL | 10.00000 1.10| 2.20000 0.24| WATER | | | 0029 621-06575 467.500 m2 | 7.00000 3272.50| 6.33000 2959.28| SODDING, NURSERY | | | 0030 621-98503 2.740 Mg | 1800.00000 4932.00| 1760.00000 4822.40| MULCH MATERIAL | | | 0031 622-05651 8.000 EACH| 500.00000 4000.00| 467.50000 3740.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0032 622-05654 283.000 EACH| 22.50000 6367.50| 21.73000 6149.59| PLANT, PERENNIAL | | | 0033 712-03812 3.000 EACH| 1150.00000 3450.00| 1100.00000 3300.00| BENCH , STEEL | | | 0034 715-05048 164.000 m | 40.00000 6560.00| 9.90000 1623.60| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0035 715-05168 22.000 m | 75.00000 1650.00| 58.30000 1282.60| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0036 715-05169 18.000 m | 100.00000 1800.00| 66.00000 1188.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0037 715-46000 6.000 EACH| 750.00000 4500.00| 176.00000 1056.00| PIPE END SECTION, 300 mm | | | 0038 715-46005 4.000 EACH| 800.00000 3200.00| 187.00000 748.00| PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 159 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,808.92 ROUTE : CALL ORDER : 159 CONTRACT ID : R -24284-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1826105 |(5) 35-1912582 | |R & W CONTRACTING, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 718-52610 38.000 m3 | 40.00000 1520.00| 24.20000 919.60| AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 500.000 m2 | 7.50000 3750.00| 1.32000 660.00| GEOTEXTILES FOR UNDERDRAIN | | | 0041 801-06622 3.000 EACH| 150.00000 450.00| 137.50000 412.50| STANDARD BARRICADE, III | | | 0042 802-03821 23.000 EACH| 385.00000 8855.00| 162.80000 3744.40| SIGN, SHEET WITH LEGEND | | | 0043 802-04314 2.000 EACH| 5000.00000 10000.00| 1100.00000 2200.00| SIGN AND SUPPORTS, INFORMATION DIRECTORY| | | 0044 808-03439 15.000 m | 30.00000 450.00| 27.50000 412.50| TRANSVERSE MARKINGS, CROSSWALK, | | | THERMOPLASTIC, WHITE, 600 mm | | | 0045 808-06714 1448.500 m | 1.00000 1448.50| 0.88000 1274.68| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0046 808-06723 2.000 EACH| 40.00000 80.00| 110.00000 220.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0047 808-06726 4.500 m | 5.50000 24.75| 9.90000 44.55| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0048 808-75056 32.000 m | 2.00000 64.00| 4.95000 158.40| TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 200 mm | | | 0049 808-97222 2.000 EACH| 50.00000 100.00| 82.50000 165.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 317,784.00| $ 332,632.87| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 317,784.00| $ 332,632.87| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : H047(001) H047(001) H047(001) OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 4,357,041.61 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 4,645,960.42 106.6310% 3 35-1139301 E & B PAVING, INC. $ 4,732,541.62 108.6182% 4 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 5,374,595.41 123.3542% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0997978 |(3) 35-1139301 |KANKAKEE VALLEY CONSTRUCTION|PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD AND BRIDGE CONSTRUCTION | | | 0001 201-52370 LUMP| 40000.00000 40000.00| 47000.00000 47000.00| 68000.00000 68000.00 CLEARING RIGHT OF WAY | | | 0002 202-01261 2.000 EACH| 100.00000 200.00| 2400.00000 4800.00| 1000.00000 2000.00 TESTING FOR ASBESTOS | | | 0003 202-03000 LUMP| 4447.38000 4447.38| 7500.00000 7500.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 4 | | | 0004 202-03000 LUMP| 4447.38000 4447.38| 7500.00000 7500.00| 2400.00000 2400.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 7 | | | 0005 202-60820 307.000 SYS | 10.00000 3070.00| 10.00000 3070.00| 10.00000 3070.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 28393.000 CYS | 6.88000 195343.84| 15.00000 425895.00| 15.00000 425895.00 EXCAVATION, COMMON | | | 0007 203-02045 10624.000 CYS | 6.01000 63850.24| 2.50000 26560.00| 2.50000 26560.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 203-02070 16177.000 CYS | 5.62000 90914.74| 16.00000 258832.00| 12.00000 194124.00 BORROW | | | 0009 203-51223 1745.000 CYS | 6.67000 11639.15| 8.00000 13960.00| 7.00000 12215.00 EXCAVATION, WATERWAY | | | 0010 205-02224 8763.000 LFT | 1.60000 14020.80| 1.60000 14020.80| 1.60000 14020.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02227 3776.000 LFT | 1.23000 4644.48| 1.10000 4153.60| 1.10000 4153.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0997978 |(3) 35-1139301 |KANKAKEE VALLEY CONSTRUCTION|PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02228 121.000 LFT | 1.23000 148.83| 24.00000 2904.00| 24.00000 2904.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0013 205-02229 857.000 LFT | 2.35000 2013.95| 2.35000 2013.95| 2.35000 2013.95 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 150.000 LFT | 11.89000 1783.50| 37.00000 5550.00| 37.00000 5550.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 17.000 EACH| 60.00000 1020.00| 60.00000 1020.00| 60.00000 1020.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 15.000 EACH| 60.00000 900.00| 60.00000 900.00| 60.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-02237 69.000 EACH| 30.00000 2070.00| 30.00000 2070.00| 30.00000 2070.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 206-51220 281.600 CYS | 5.17000 1455.87| 80.00000 22528.00| 45.00000 12672.00 EXCAVATION, WET | | | 0019 206-51225 173.000 CYS | 5.05000 873.65| 30.00000 5190.00| 45.00000 7785.00 EXCAVATION, DRY | | | 0020 206-51235 LUMP| 145000.00000 145000.00| 50000.00000 50000.00| 72000.00000 72000.00 COFFERDAM , STR. NO. 2 | | | 0021 211-02050 23548.000 CYS | 5.64000 132810.72| 16.00000 376768.00| 12.00000 282576.00 B BORROW | | | 0022 211-02060 3936.000 CYS | 7.65000 30110.40| 10.00000 39360.00| 10.00000 39360.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 88.200 CYS | 83.85000 7395.57| 130.00000 11466.00| 80.00000 7056.00 FLOWABLE MORTAR | | | 0024 303-52308 2512.000 TON | 13.74000 34514.88| 20.00000 50240.00| 24.00000 60288.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-52309 6477.000 TON | 15.00000 97155.00| 15.00000 97155.00| 15.00000 97155.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0026 304-04403 133.000 CYS | 25.94000 3450.02| 30.00000 3990.00| 28.00000 3724.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0027 401-05437 8580.000 TON | 26.50000 227370.00| 26.50000 227370.00| 26.50000 227370.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05455 4392.000 TON | 27.60000 121219.20| 27.60000 121219.20| 27.60000 121219.20 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0029 401-05456 2035.000 TON | 32.00000 65120.00| 32.00000 65120.00| 32.00000 65120.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0997978 |(3) 35-1139301 |KANKAKEE VALLEY CONSTRUCTION|PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 402-05475 3526.000 TON | 28.00000 98728.00| 28.00000 98728.00| 28.00000 98728.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0031 402-05481 1728.000 TON | 27.85000 48124.80| 27.85000 48124.80| 27.85000 48124.80 HMA BASE 25.0 mm, SHOULDER | | | 0032 404-05511 7851.000 SYS | 1.25000 9813.75| 1.25000 9813.75| 1.25000 9813.75 SEAL COAT, 2 | | | 0033 405-05517 11.460 TON | 300.00000 3438.00| 300.00000 3438.00| 300.00000 3438.00 ASPHALT FOR PRIME COAT | | | 0034 406-05520 31.480 TON | 150.00000 4722.00| 150.00000 4722.00| 150.00000 4722.00 ASPHALT FOR TACK COAT | | | 0035 501-02400 LUMP| 3900.00000 3900.00| 3900.00000 3900.00| 3900.00000 3900.00 PROFILOGRAPH | | | 0036 501-05090 683.000 SYS | 29.70000 20285.10| 46.20000 31554.60| 65.00000 44395.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0037 601-06037 12.000 EACH| 575.00000 6900.00| 575.00000 6900.00| 575.00000 6900.00 GUARDRAIL END TREATMENT, I | | | 0038 601-99105 300.000 LFT | 9.55000 2865.00| 9.55000 2865.00| 9.55000 2865.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 602-06729 56.000 EACH| 6.00000 336.00| 6.00000 336.00| 6.00000 336.00 BARRIER DELINEATOR | | | 0040 604-06069 117.000 SYS | 18.77000 2196.09| 26.00000 3042.00| 75.00000 8775.00 CURB RAMP, CONCRETE | | | 0041 604-44251 0.620 CYS | 1281.76000 794.69| 2500.00000 1550.00| 4000.00000 2480.00 STEPS, CONCRETE | | | 0042 604-91531 1230.000 SYS | 20.55000 25276.50| 22.00000 27060.00| 26.50000 32595.00 SIDEWALK, CONCRETE, 4 IN. | | | 0043 605-05523 110.000 LFT | 17.00000 1870.00| 17.00000 1870.00| 17.00000 1870.00 CURB, HMA | | | 0044 605-06155 6422.000 LFT | 9.17000 58889.74| 9.90000 63577.80| 9.90000 63577.80 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0045 610-05527 2264.000 TON | 59.24000 134119.36| 53.75000 121690.00| 53.75000 121690.00 HMA FOR APPROACHES | | | 0046 611-05330 2116.000 SYS | 30.64000 64834.24| 32.00000 67712.00| 31.00000 65596.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0047 611-06497 32.000 EACH| 90.00000 2880.00| 115.00000 3680.00| 90.00000 2880.00 MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 6.000 EACH| 98.00000 588.00| 155.00000 930.00| 98.00000 588.00 MAILBOX ASSEMBLY, DOUBLE | | | 0049 615-06505 4.000 EACH| 128.40000 513.60| 370.00000 1480.00| 370.00000 1480.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0997978 |(3) 35-1139301 |KANKAKEE VALLEY CONSTRUCTION|PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 615-06510 2.000 EACH| 128.41000 256.82| 310.00000 620.00| 310.00000 620.00 MONUMENT, C | | | 0051 616-02320 2668.000 SYS | 2.23000 5949.64| 3.00000 8004.00| 3.00000 8004.00 GEOTEXTILES | | | 0052 616-06405 3112.000 TON | 21.24000 66098.88| 21.00000 65352.00| 21.00000 65352.00 RIPRAP, REVETMENT | | | 0053 616-94426 25667.000 SYS | 5.41000 138858.47| 6.00000 154002.00| 6.00000 154002.00 GEOGRID , SOIL REINFORCEMENT | | | 0054 617-04488 16781.000 SYS | 2.62000 43966.22| 2.40000 40274.40| 2.35000 39435.35 GEOGRID, SUBGRADE | | | 0055 621-01004 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 1.900 TON | 551.00000 1046.90| 551.00000 1046.90| 551.00000 1046.90 FERTILIZER | | | 0057 621-06548 25.000 LBS | 20.00000 500.00| 20.00000 500.00| 20.00000 500.00 SEED MIXTURE, CV | | | 0058 621-06553 777.000 LBS | 3.70000 2874.90| 3.70000 2874.90| 3.70000 2874.90 SEED MIXTURE, R | | | 0059 621-06565 9.200 TON | 424.00000 3900.80| 424.00000 3900.80| 424.00000 3900.80 MULCHING MATERIAL | | | 0060 621-06567 72.000 MG | 2.00000 144.00| 2.00000 144.00| 2.00000 144.00 WATER | | | 0061 621-06575 17867.000 SYS | 2.35000 41987.45| 2.35000 41987.45| 2.35000 41987.45 SODDING, NURSERY | | | 0062 622-52436 20.000 EACH| 18.00000 360.00| 18.00000 360.00| 23.50000 470.00 SIGN, DO NOT MOW OR SPRAY | | | 0063 622-91786 80.000 EACH| 11.00000 880.00| 11.00000 880.00| 11.00000 880.00 SEEDLING | | | 0064 701-96089 837.000 LFT | 35.06000 29345.22| 27.00000 22599.00| 34.00000 28458.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0065 701-98647 3675.000 LFT | 30.10000 110617.50| 24.00000 88200.00| 32.00000 117600.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0066 701-98648 459.000 LFT | 39.06000 17928.54| 40.00000 18360.00| 40.00000 18360.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.203 IN., 14 | | | IN. | | | 0067 701-98649 909.000 LFT | 40.12000 36469.08| 40.00000 36360.00| 42.00000 38178.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.250 IN., 14 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0997978 |(3) 35-1139301 |KANKAKEE VALLEY CONSTRUCTION|PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 702-51005 182.900 CYS | 269.37000 49267.77| 325.00000 59442.50| 320.00000 58528.00 CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 58.600 CYS | 146.27000 8571.42| 300.00000 17580.00| 300.00000 17580.00 CONCRETE, B, FOOTINGS | | | 0070 703-51030 107734.000 LBS | 0.45000 48480.30| 0.55000 59253.70| 0.49000 52789.66 REINFORCING STEEL | | | 0071 703-51032 192195.000 LBS | 0.52000 99941.40| 0.65000 124926.75| 0.59000 113395.05 REINFORCING STEEL, EPOXY COATED | | | 0072 704-51002 1055.600 CYS | 398.62000 420783.27| 330.00000 348348.00| 340.00000 358904.00 CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-05732 12.000 EACH| 824.20000 9890.40| 1000.00000 12000.00| 1200.00000 14400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0074 706-51020 101.200 CYS | 304.89000 30854.87| 40.00000 4048.00| 300.00000 30360.00 CONCRETE, C, RAILING | | | 0075 707-51045 LUMP| 525000.00000 525000.00| 184000.00000 184000.00| 185000.00000 185000.00 CONCRETE STRUCTURAL MEMBERS | | | 0076 709-51821 LUMP| 5989.20000 5989.20| 3690.00000 3690.00| 3690.00000 3690.00 SURFACE SEAL , STR. NO. 2 | | | 0077 709-51821 LUMP| 3112.80000 3112.80| 6890.00000 6890.00| 6890.00000 6890.00 SURFACE SEAL , STRUC. NO. 1 | | | 0078 709-51821 LUMP| 3112.80000 3112.80| 3690.00000 3690.00| 3690.00000 3690.00 SURFACE SEAL , STRUC. NO. 3 | | | 0079 715-01027 240.000 LFT | 27.96000 6710.40| 35.00000 8400.00| 34.00000 8160.00 PIPE, GROUP A, 30 IN. | | | 0080 715-03149 452.000 LFT | 18.97000 8574.44| 20.00000 9040.00| 19.00000 8588.00 PIPE, GROUP D, 15 IN. | | | 0081 715-03153 66.000 LFT | 20.62000 1360.92| 22.00000 1452.00| 21.00000 1386.00 PIPE, GROUP D, 18 IN. | | | 0082 715-05662 30.000 LFT | 22.75000 682.50| 27.00000 810.00| 26.00000 780.00 PIPE, GROUP D, 48 IN. , FURNISH | | | 0083 715-13000 17.000 LFT | 13.24000 225.08| 11.00000 187.00| 10.00000 170.00 PIPE, GROUP L, 6 IN. | | | 0084 715-13010 2058.000 LFT | 17.52000 36056.16| 21.00000 43218.00| 20.00000 41160.00 PIPE, GROUP L, 12 IN. | | | 0085 715-13015 2662.000 LFT | 18.92000 50365.04| 24.00000 63888.00| 23.00000 61226.00 PIPE, GROUP L, 15 IN. | | | 0086 715-13020 874.000 LFT | 20.01000 17488.74| 26.00000 22724.00| 25.00000 21850.00 PIPE, GROUP L, 18 IN. | | | 0087 715-13030 406.000 LFT | 24.36000 9890.16| 37.00000 15022.00| 36.00000 14616.00 PIPE, GROUP L, 24 IN. | | | 0088 715-44255 17908.000 LFT | 2.07000 37069.56| 2.50000 44770.00| 4.00000 71632.00 PIPE, GROUP K, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0997978 |(3) 35-1139301 |KANKAKEE VALLEY CONSTRUCTION|PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 715-46005 27.000 EACH| 126.93000 3427.11| 225.00000 6075.00| 225.00000 6075.00 PIPE END SECTION, 15 IN. | | | 0090 715-46010 6.000 EACH| 138.93000 833.58| 250.00000 1500.00| 250.00000 1500.00 PIPE END SECTION, 18 IN. | | | 0091 715-46020 3.000 EACH| 179.93000 539.79| 465.00000 1395.00| 465.00000 1395.00 PIPE END SECTION, 24 IN. | | | 0092 715-46030 6.000 EACH| 294.93000 1769.58| 500.00000 3000.00| 500.00000 3000.00 PIPE END SECTION, 30 IN. | | | 0093 715-99371 76.000 LFT | 18.93000 1438.68| 25.00000 1900.00| 25.00000 1900.00 PIPE, GROUP A, 15 IN. | | | 0094 715-99372 156.000 LFT | 20.07000 3130.92| 26.00000 4056.00| 26.00000 4056.00 PIPE, GROUP A, 18 IN. | | | 0095 716-92460 30.000 LFT | 747.15000 22414.50| 465.00000 13950.00| 465.00000 13950.00 PIPE, JACKED, 18 IN. | | | 0096 718-01044 552.000 LFT | 9.09000 5017.68| 15.00000 8280.00| 15.00000 8280.00 PIPE, UNDERDRAIN OUTLET, PVC, 6 IN. | | | 0097 718-04881 17.000 EACH| 159.85000 2717.45| 215.00000 3655.00| 215.00000 3655.00 OUTLET PROTECTOR, B | | | 0098 718-52610 1461.000 CYS | 15.11000 22075.71| 16.00000 23376.00| 16.00000 23376.00 AGGREGATE FOR UNDERDRAINS | | | 0099 718-99153 11416.000 SYS | 0.71000 8105.36| 0.50000 5708.00| 0.50000 5708.00 GEOTEXTILES FOR UNDERDRAIN | | | 0100 719-35000 500.000 LFT | 7.57000 3785.00| 9.50000 4750.00| 9.50000 4750.00 PIPE, DRAINTILE, CLASS STANDARD, 6 IN. | | | 0101 719-35001 500.000 LFT | 7.12000 3560.00| 8.20000 4100.00| 8.20000 4100.00 PIPE, DRAINTILE, CLASS STANDARD, 4 IN. | | | 0102 719-35005 200.000 LFT | 8.53000 1706.00| 11.40000 2280.00| 11.40000 2280.00 PIPE, DRAINTILE, CLASS STANDARD, 8 IN. | | | 0103 719-35010 200.000 LFT | 16.23000 3246.00| 14.30000 2860.00| 14.30000 2860.00 PIPE, DRAINTILE, CLASS STANDARD, 10 IN. | | | 0104 719-35011 200.000 LFT | 17.28000 3456.00| 16.00000 3200.00| 16.00000 3200.00 PIPE, DRAINTILE, CLASS STANDARD, 12 IN. | | | 0105 720-44000 11.000 EACH| 134.85000 1483.35| 260.00000 2860.00| 260.00000 2860.00 CASTING, ADJUST TO GRADE | | | 0106 720-44006 1.000 EACH| 2724.57000 2724.57| 4000.00000 4000.00| 2900.00000 2900.00 SPRING BOX | | | 0107 720-44296 2.000 EACH| 241.72000 483.44| 170.00000 340.00| 250.00000 500.00 CAP INLET | | | 0108 720-45030 4.000 EACH| 704.56000 2818.24| 950.00000 3800.00| 925.00000 3700.00 INLET, E7 | | | 0109 720-45035 4.000 EACH| 704.56000 2818.24| 1100.00000 4400.00| 1015.00000 4060.00 INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0997978 |(3) 35-1139301 |KANKAKEE VALLEY CONSTRUCTION|PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 720-45040 3.000 EACH| 1929.56000 5788.68| 2500.00000 7500.00| 2315.00000 6945.00 INLET, G7 | | | 0111 720-45045 39.000 EACH| 904.56000 35277.84| 1180.00000 46020.00| 1150.00000 44850.00 INLET, J10 | | | 0112 720-45055 5.000 EACH| 904.56000 4522.80| 1255.00000 6275.00| 1155.00000 5775.00 INLET, M10 | | | 0113 720-45410 24.000 EACH| 1229.12000 29498.88| 1640.00000 39360.00| 1640.00000 39360.00 MANHOLE, C4 | | | 0114 720-45415 1.000 EACH| 1774.12000 1774.12| 2600.00000 2600.00| 2600.00000 2600.00 MANHOLE, D4 | | | 0115 720-45605 1.000 LFT | 549.26000 549.26| 590.00000 590.00| 590.00000 590.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0116 720-98174 12.000 EACH| 1314.56000 15774.72| 1600.00000 19200.00| 1600.00000 19200.00 INLET, B15 | | | 0117 720-98555 3.000 EACH| 1314.56000 3943.68| 1565.00000 4695.00| 1565.00000 4695.00 INLET, C15 | | | 0118 801-03290 3.000 EACH| 1200.00000 3600.00| 1200.00000 3600.00| 235.00000 705.00 CONSTRUCTION SIGN, C | | | 0119 801-04308 11.000 EACH| 235.00000 2585.00| 235.00000 2585.00| 270.00000 2970.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0120 801-06049 9600.000 LFT | 0.31000 2976.00| 0.20000 1920.00| 0.20000 1920.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 4 IN. | | | 0121 801-06605 9.000 EACH| 190.00000 1710.00| 190.00000 1710.00| 198.00000 1782.00 BARRICADE, IIIA | | | 0122 801-06606 20.000 EACH| 228.00000 4560.00| 228.00000 4560.00| 262.00000 5240.00 BARRICADE, IIIB | | | 0123 801-06625 41.000 EACH| 90.00000 3690.00| 90.00000 3690.00| 89.00000 3649.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0124 801-06640 55.000 EACH| 190.10000 10455.50| 190.00000 10450.00| 195.00000 10725.00 CONSTRUCTION SIGN, A | | | 0125 801-06643 1665.000 LFT | 0.70000 1165.50| 0.70000 1165.50| 0.70000 1165.50 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0126 801-06644 1330.000 LFT | 0.70000 931.00| 0.70000 931.00| 0.70000 931.00 TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0127 801-06645 26.000 EACH| 78.00000 2028.00| 76.00000 1976.00| 50.00000 1300.00 CONSTRUCTION SIGN, B | | | 0128 801-06647 12300.000 LFT | 0.31000 3813.00| 0.20000 2460.00| 0.20000 2460.00 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0997978 |(3) 35-1139301 |KANKAKEE VALLEY CONSTRUCTION|PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 802-02489 104.000 LFT | 7.10000 738.40| 7.43000 772.72| 7.10000 738.40 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 2" X 2" | | | 0130 802-02489 313.000 LFT | 8.10000 2535.30| 7.88000 2466.44| 8.10000 2535.30 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 2 1/4" X 2 1/4" | | | 0131 802-76025 173.880 SFT | 12.00000 2086.56| 10.07000 1750.97| 12.00000 2086.56 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0132 802-76035 28.700 SFT | 12.90000 370.23| 11.07000 317.71| 12.90000 370.23 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0133 802-97812 26.000 EACH| 30.00000 780.00| 36.00000 936.00| 30.00000 780.00 STREET NAME IDENTIFICATION SIGN | | | 0134 808-04298 2.000 EACH| 395.00000 790.00| 395.00000 790.00| 395.00000 790.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0135 808-06703 304.000 LFT | 0.28000 85.12| 0.28000 85.12| 0.28000 85.12 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0136 808-06706 334.000 LFT | 2.75000 918.50| 2.75000 918.50| 2.75000 918.50 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0137 808-06713 14087.000 LFT | 0.06000 845.22| 0.05000 704.35| 0.05500 774.79 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0138 808-75051 1354.000 LFT | 1.20000 1624.80| 1.20000 1624.80| 1.20000 1624.80 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0139 808-75063 170.000 LFT | 1.20000 204.00| 1.20000 204.00| 1.20000 204.00 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 4 IN. | | | 0140 808-75240 1660.000 LFT | 0.28000 464.80| 0.28000 464.80| 0.28000 464.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0141 808-75245 3667.000 LFT | 0.28000 1026.76| 0.28000 1026.76| 0.28000 1026.76 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0142 808-75278 635.000 LFT | 2.75000 1746.25| 2.75000 1746.25| 2.75000 1746.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0143 808-75320 4.000 EACH| 41.50000 166.00| 41.50000 166.00| 41.50000 166.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0997978 |(3) 35-1139301 |KANKAKEE VALLEY CONSTRUCTION|PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 808-75325 4.000 EACH| 59.75000 239.00| 59.75000 239.00| 59.75000 239.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0145 808-92027 3044.000 LFT | 0.90000 2739.60| 0.90000 2739.60| 0.90000 2739.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0146 900-01925 24.000 MOS | 1094.75000 26274.00| 1200.00000 28800.00| 1600.00000 38400.00 FIELD OFFICE, 550 SQ FT | | | 0147 920-06775 LUMP| 71000.00000 71000.00| 75000.00000 75000.00| 115000.00000 115000.00 MAINTAINING TRAFFIC | | | 0148 930-06845 LUMP| 102235.77000 102235.77| 90050.00000 90050.00| 104000.00000 104000.00 CONSTRUCTION ENGINEERING | | | 0149 940-01001 LUMP| 220000.00000 220000.00| 233110.00000 233110.00| 295000.00000 295000.00 MOBILIZATION AND DEMOBILIZATION | | | 0150 601-01522 12.000 EACH| 1175.00000 14100.00| 1175.00000 14100.00| 1175.00000 14100.00 GUARDRAIL TRANSITION TYPE TGB | | | SECTION TOTALS | $ 4,357,041.61| $ 4,645,960.42| $ 4,732,541.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,357,041.61| $ 4,645,960.42| $ 4,732,541.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTRUCTION CO. OF IL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD AND BRIDGE CONSTRUCTION | | | 0001 201-52370 LUMP| 55000.00000 55000.00| | CLEARING RIGHT OF WAY | | | 0002 202-01261 2.000 EACH| 250.00000 500.00| | TESTING FOR ASBESTOS | | | 0003 202-03000 LUMP| 3733.66000 3733.66| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 4 | | | 0004 202-03000 LUMP| 4743.78000 4743.78| | HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 7 | | | 0005 202-60820 307.000 SYS | 10.00000 3070.00| | SURFACE MILLING, ASPHALT | | | 0006 203-02000 28393.000 CYS | 15.00000 425895.00| | EXCAVATION, COMMON | | | 0007 203-02045 10624.000 CYS | 2.39000 25391.36| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 203-02070 16177.000 CYS | 9.00000 145593.00| | BORROW | | | 0009 203-51223 1745.000 CYS | 8.97000 15652.65| | EXCAVATION, WATERWAY | | | 0010 205-02224 8763.000 LFT | 2.50000 21907.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02227 3776.000 LFT | 2.00000 7552.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0012 205-02228 121.000 LFT | 8.00000 968.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0013 205-02229 857.000 LFT | 5.50000 4713.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 150.000 LFT | 22.00000 3300.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 17.000 EACH| 60.00000 1020.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 15.000 EACH| 60.00000 900.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTRUCTION CO. OF IL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 205-02237 69.000 EACH| 30.00000 2070.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 206-51220 281.600 CYS | 30.00000 8448.00| | EXCAVATION, WET | | | 0019 206-51225 173.000 CYS | 23.00000 3979.00| | EXCAVATION, DRY | | | 0020 206-51235 LUMP| 106716.82000 106716.82| | COFFERDAM , STR. NO. 2 | | | 0021 211-02050 23548.000 CYS | 17.00000 400316.00| | B BORROW | | | 0022 211-02060 3936.000 CYS | 16.00000 62976.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 88.200 CYS | 55.22000 4870.40| | FLOWABLE MORTAR | | | 0024 303-52308 2512.000 TON | 13.00000 32656.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-52309 6477.000 TON | 15.00000 97155.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0026 304-04403 133.000 CYS | 24.53000 3262.49| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0027 401-05437 8580.000 TON | 26.50000 227370.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05455 4392.000 TON | 27.60000 121219.20| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0029 401-05456 2035.000 TON | 32.00000 65120.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05475 3526.000 TON | 28.00000 98728.00| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0031 402-05481 1728.000 TON | 27.85000 48124.80| | HMA BASE 25.0 mm, SHOULDER | | | 0032 404-05511 7851.000 SYS | 1.25000 9813.75| | SEAL COAT, 2 | | | 0033 405-05517 11.460 TON | 300.00000 3438.00| | ASPHALT FOR PRIME COAT | | | 0034 406-05520 31.480 TON | 150.00000 4722.00| | ASPHALT FOR TACK COAT | | | 0035 501-02400 LUMP| 3900.00000 3900.00| | PROFILOGRAPH | | | 0036 501-05090 683.000 SYS | 37.65000 25714.95| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTRUCTION CO. OF IL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-06037 12.000 EACH| 530.00000 6360.00| | GUARDRAIL END TREATMENT, I | | | 0038 601-99105 300.000 LFT | 9.60000 2880.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 602-06729 56.000 EACH| 7.00000 392.00| | BARRIER DELINEATOR | | | 0040 604-06069 117.000 SYS | 110.00000 12870.00| | CURB RAMP, CONCRETE | | | 0041 604-44251 0.620 CYS | 4000.00000 2480.00| | STEPS, CONCRETE | | | 0042 604-91531 1230.000 SYS | 28.70000 35301.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0043 605-05523 110.000 LFT | 17.00000 1870.00| | CURB, HMA | | | 0044 605-06155 6422.000 LFT | 9.90000 63577.80| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0045 610-05527 2264.000 TON | 53.75000 121690.00| | HMA FOR APPROACHES | | | 0046 611-05330 2116.000 SYS | 33.00000 69828.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0047 611-06497 32.000 EACH| 90.00000 2880.00| | MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 6.000 EACH| 98.00000 588.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0049 615-06505 4.000 EACH| 370.00000 1480.00| | MONUMENT, B | | | 0050 615-06510 2.000 EACH| 310.00000 620.00| | MONUMENT, C | | | 0051 616-02320 2668.000 SYS | 2.20000 5869.60| | GEOTEXTILES | | | 0052 616-06405 3112.000 TON | 17.00000 52904.00| | RIPRAP, REVETMENT | | | 0053 616-94426 25667.000 SYS | 6.50000 166835.50| | GEOGRID , SOIL REINFORCEMENT | | | 0054 617-04488 16781.000 SYS | 3.50000 58733.50| | GEOGRID, SUBGRADE | | | 0055 621-01004 2.000 EACH| 600.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 1.900 TON | 650.99000 1236.88| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTRUCTION CO. OF IL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 621-06548 25.000 LBS | 20.00000 500.00| | SEED MIXTURE, CV | | | 0058 621-06553 777.000 LBS | 3.70000 2874.90| | SEED MIXTURE, R | | | 0059 621-06565 9.200 TON | 424.00000 3900.80| | MULCHING MATERIAL | | | 0060 621-06567 72.000 MG | 2.00000 144.00| | WATER | | | 0061 621-06575 17867.000 SYS | 2.50000 44667.50| | SODDING, NURSERY | | | 0062 622-52436 20.000 EACH| 18.00000 360.00| | SIGN, DO NOT MOW OR SPRAY | | | 0063 622-91786 80.000 EACH| 11.00000 880.00| | SEEDLING | | | 0064 701-96089 837.000 LFT | 43.73000 36602.01| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0065 701-98647 3675.000 LFT | 36.58000 134431.50| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0066 701-98648 459.000 LFT | 64.25000 29490.75| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.203 IN., 14 | | | IN. | | | 0067 701-98649 909.000 LFT | 49.53000 45022.77| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.250 IN., 14 | | | IN. | | | 0068 702-51005 182.900 CYS | 375.00000 68587.50| | CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 58.600 CYS | 250.00000 14650.00| | CONCRETE, B, FOOTINGS | | | 0070 703-51030 107734.000 LBS | 0.43000 46325.62| | REINFORCING STEEL | | | 0071 703-51032 192195.000 LBS | 0.51000 98019.45| | REINFORCING STEEL, EPOXY COATED | | | 0072 704-51002 1055.600 CYS | 700.00000 738920.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-05732 12.000 EACH| 1300.00000 15600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0074 706-51020 101.200 CYS | 450.00000 45540.00| | CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTRUCTION CO. OF IL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 707-51045 LUMP| 227466.42000 227466.42| | CONCRETE STRUCTURAL MEMBERS | | | 0076 709-51821 LUMP| 4698.00000 4698.00| | SURFACE SEAL , STR. NO. 2 | | | 0077 709-51821 LUMP| 3113.00000 3113.00| | SURFACE SEAL , STRUC. NO. 1 | | | 0078 709-51821 LUMP| 3113.00000 3113.00| | SURFACE SEAL , STRUC. NO. 3 | | | 0079 715-01027 240.000 LFT | 33.00000 7920.00| | PIPE, GROUP A, 30 IN. | | | 0080 715-03149 452.000 LFT | 26.00000 11752.00| | PIPE, GROUP D, 15 IN. | | | 0081 715-03153 66.000 LFT | 28.00000 1848.00| | PIPE, GROUP D, 18 IN. | | | 0082 715-05662 30.000 LFT | 112.32000 3369.60| | PIPE, GROUP D, 48 IN. , FURNISH | | | 0083 715-13000 17.000 LFT | 35.00000 595.00| | PIPE, GROUP L, 6 IN. | | | 0084 715-13010 2058.000 LFT | 18.00000 37044.00| | PIPE, GROUP L, 12 IN. | | | 0085 715-13015 2662.000 LFT | 26.00000 69212.00| | PIPE, GROUP L, 15 IN. | | | 0086 715-13020 874.000 LFT | 28.00000 24472.00| | PIPE, GROUP L, 18 IN. | | | 0087 715-13030 406.000 LFT | 31.00000 12586.00| | PIPE, GROUP L, 24 IN. | | | 0088 715-44255 17908.000 LFT | 2.50000 44770.00| | PIPE, GROUP K, 6 IN. | | | 0089 715-46005 27.000 EACH| 200.00000 5400.00| | PIPE END SECTION, 15 IN. | | | 0090 715-46010 6.000 EACH| 250.00000 1500.00| | PIPE END SECTION, 18 IN. | | | 0091 715-46020 3.000 EACH| 300.00000 900.00| | PIPE END SECTION, 24 IN. | | | 0092 715-46030 6.000 EACH| 325.00000 1950.00| | PIPE END SECTION, 30 IN. | | | 0093 715-99371 76.000 LFT | 33.00000 2508.00| | PIPE, GROUP A, 15 IN. | | | 0094 715-99372 156.000 LFT | 34.00000 5304.00| | PIPE, GROUP A, 18 IN. | | | 0095 716-92460 30.000 LFT | 496.69000 14900.70| | PIPE, JACKED, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTRUCTION CO. OF IL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 718-01044 552.000 LFT | 11.76000 6491.52| | PIPE, UNDERDRAIN OUTLET, PVC, 6 IN. | | | 0097 718-04881 17.000 EACH| 150.00000 2550.00| | OUTLET PROTECTOR, B | | | 0098 718-52610 1461.000 CYS | 18.00000 26298.00| | AGGREGATE FOR UNDERDRAINS | | | 0099 718-99153 11416.000 SYS | 1.00000 11416.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0100 719-35000 500.000 LFT | 6.00000 3000.00| | PIPE, DRAINTILE, CLASS STANDARD, 6 IN. | | | 0101 719-35001 500.000 LFT | 4.00000 2000.00| | PIPE, DRAINTILE, CLASS STANDARD, 4 IN. | | | 0102 719-35005 200.000 LFT | 8.00000 1600.00| | PIPE, DRAINTILE, CLASS STANDARD, 8 IN. | | | 0103 719-35010 200.000 LFT | 10.00000 2000.00| | PIPE, DRAINTILE, CLASS STANDARD, 10 IN. | | | 0104 719-35011 200.000 LFT | 12.00000 2400.00| | PIPE, DRAINTILE, CLASS STANDARD, 12 IN. | | | 0105 720-44000 11.000 EACH| 400.00000 4400.00| | CASTING, ADJUST TO GRADE | | | 0106 720-44006 1.000 EACH| 9000.00000 9000.00| | SPRING BOX | | | 0107 720-44296 2.000 EACH| 300.00000 600.00| | CAP INLET | | | 0108 720-45030 4.000 EACH| 1493.80000 5975.20| | INLET, E7 | | | 0109 720-45035 4.000 EACH| 1493.80000 5975.20| | INLET, F7 | | | 0110 720-45040 3.000 EACH| 1493.79000 4481.37| | INLET, G7 | | | 0111 720-45045 39.000 EACH| 1493.87000 58260.93| | INLET, J10 | | | 0112 720-45055 5.000 EACH| 1493.80000 7469.00| | INLET, M10 | | | 0113 720-45410 24.000 EACH| 1973.43000 47362.32| | MANHOLE, C4 | | | 0114 720-45415 1.000 EACH| 1731.00000 1731.00| | MANHOLE, D4 | | | 0115 720-45605 1.000 LFT | 755.70000 755.70| | MANHOLE, RECONSTRUCT STRUCTURE | | | 0116 720-98174 12.000 EACH| 1493.81000 17925.72| | INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTRUCTION CO. OF IL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 720-98555 3.000 EACH| 1493.79000 4481.37| | INLET, C15 | | | 0118 801-03290 3.000 EACH| 235.00000 705.00| | CONSTRUCTION SIGN, C | | | 0119 801-04308 11.000 EACH| 270.00000 2970.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0120 801-06049 9600.000 LFT | 0.40000 3840.00| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 4 IN. | | | 0121 801-06605 9.000 EACH| 225.00000 2025.00| | BARRICADE, IIIA | | | 0122 801-06606 20.000 EACH| 300.00000 6000.00| | BARRICADE, IIIB | | | 0123 801-06625 41.000 EACH| 100.00000 4100.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0124 801-06640 55.000 EACH| 225.00000 12375.00| | CONSTRUCTION SIGN, A | | | 0125 801-06643 1665.000 LFT | 0.85000 1415.25| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0126 801-06644 1330.000 LFT | 0.85000 1130.50| | TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0127 801-06645 26.000 EACH| 60.00000 1560.00| | CONSTRUCTION SIGN, B | | | 0128 801-06647 12300.000 LFT | 0.40000 4920.00| | TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 4 IN. | | | 0129 802-02489 104.000 LFT | 7.10000 738.40| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 2" X 2" | | | 0130 802-02489 313.000 LFT | 8.10000 2535.30| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE , 2 1/4" X 2 1/4" | | | 0131 802-76025 173.880 SFT | 12.00000 2086.56| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0132 802-76035 28.700 SFT | 12.90000 370.23| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0133 802-97812 26.000 EACH| 30.00000 780.00| | STREET NAME IDENTIFICATION SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTRUCTION CO. OF IL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 808-04298 2.000 EACH| 395.00000 790.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0135 808-06703 304.000 LFT | 0.28000 85.12| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0136 808-06706 334.000 LFT | 2.75000 918.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0137 808-06713 14087.000 LFT | 0.05000 704.35| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0138 808-75051 1354.000 LFT | 1.20000 1624.80| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0139 808-75063 170.000 LFT | 1.20000 204.00| | LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 4 IN. | | | 0140 808-75240 1660.000 LFT | 0.28000 464.80| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0141 808-75245 3667.000 LFT | 0.28000 1026.76| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0142 808-75278 635.000 LFT | 2.75000 1746.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0143 808-75320 4.000 EACH| 41.50000 166.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0144 808-75325 4.000 EACH| 59.75000 239.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0145 808-92027 3044.000 LFT | 0.90000 2739.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0146 900-01925 24.000 MOS | 1200.00000 28800.00| | FIELD OFFICE, 550 SQ FT | | | 0147 920-06775 LUMP| 160000.00000 160000.00| | MAINTAINING TRAFFIC | | | 0148 930-06845 LUMP| 128000.00000 128000.00| | CONSTRUCTION ENGINEERING | | | 0149 940-01001 LUMP| 288726.00000 288726.00| | MOBILIZATION AND DEMOBILIZATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 160 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,733,992.07 ROUTE : OAKHILL AVENUE CALL ORDER : 160 CONTRACT ID : R -24285-A COUNTIES : MARSHALL LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTRUCTION CO. OF IL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 601-01522 12.000 EACH| 1130.00000 13560.00| | GUARDRAIL TRANSITION TYPE TGB | | | SECTION TOTALS | $ 5,374,595.41| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,374,595.41| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 95 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8490(001) J551(001) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 1,196,451.13 100.0000% 2 35-1374866 PRIMCO, INC. $ 1,228,636.60 102.6900% 3 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 1,282,948.28 107.2294% 4 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 1,289,353.70 107.7648% 5 35-1139301 E & B PAVING, INC. $ 1,321,877.98 110.4832% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1065659 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION(3R/4R STANDARD) | | | 0001 201-52370 LUMP| 16000.00000 16000.00| 11000.00000 11000.00| 11000.00000 11000.00 CLEARING RIGHT OF WAY | | | 0002 202-51330 LUMP| 49100.00000 49100.00| 35065.85000 35065.85| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0003 202-60820 3210.000 SYS | 1.50000 4815.00| 2.43000 7800.30| 2.00000 6420.00 SURFACE MILLING, ASPHALT | | | 0004 203-02000 27185.000 CYS | 5.40000 146799.00| 7.30000 198450.50| 7.30000 198450.50 EXCAVATION, COMMON | | | 0005 203-51223 563.000 CYS | 3.90000 2195.70| 3.90000 2195.70| 21.90000 12329.70 EXCAVATION, WATERWAY | | | 0006 205-02224 3535.000 LFT | 1.65000 5832.75| 1.65000 5832.75| 1.65000 5832.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02228 160.000 LFT | 15.25000 2440.00| 25.00000 4000.00| 25.00000 4000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0008 205-02231 1156.000 LFT | 9.25000 10693.00| 9.00000 10404.00| 9.00000 10404.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02236 4.000 EACH| 85.00000 340.00| 85.00000 340.00| 85.00000 340.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 211-02050 1755.000 CYS | 17.80000 31239.00| 12.00000 21060.00| 16.00000 28080.00 B BORROW | | | 0011 211-02060 550.000 CYS | 13.30000 7315.00| 18.50000 10175.00| 18.50000 10175.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1065659 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 213-52830 24.000 CYS | 125.00000 3000.00| 135.00000 3240.00| 80.00000 1920.00 FLOWABLE MORTAR | | | 0013 303-04075 1425.000 TON | 12.40000 17670.00| 12.00000 17100.00| 12.00000 17100.00 COMPACTED AGGREGATE FOR SURFACE, 0, | | | SIZE NO. 73 | | | 0014 303-04095 35.000 TON | 9.00000 315.00| 30.00000 1050.00| 23.70000 829.50 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0015 303-52308 5796.000 TON | 9.00000 52164.00| 10.35000 59988.60| 10.20000 59119.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 401-05437 4710.000 TON | 23.50000 110685.00| 24.25000 114217.50| 24.25000 114217.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 2500.000 TON | 23.50000 58750.00| 24.25000 60625.00| 24.25000 60625.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 1235.000 TON | 32.00000 39520.00| 28.25000 34888.75| 28.25000 34888.75 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05470 2555.000 TON | 21.50000 54932.50| 22.15000 56593.25| 22.15000 56593.25 HMA BASE C25.0 mm, MAINLINE | | | 0020 402-05481 1210.000 TON | 23.00000 27830.00| 21.60000 26136.00| 21.60000 26136.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 402-05490 512.000 TON | 31.00000 15872.00| 25.30000 12953.60| 25.30000 12953.60 HMA SURFACE 9.5 mm, SHOULDER | | | 0022 405-05517 12.000 TON | 100.00000 1200.00| 300.00000 3600.00| 300.00000 3600.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 23.000 TON | 150.00000 3450.00| 160.00000 3680.00| 160.00000 3680.00 ASPHALT FOR TACK COAT | | | 0024 501-02400 LUMP| 3000.00000 3000.00| 670.00000 670.00| 670.00000 670.00 PROFILOGRAPH | | | 0025 501-05090 214.000 SYS | 43.00000 9202.00| 44.35000 9490.90| 65.00000 13910.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0026 601-01522 4.000 EACH| 1125.00000 4500.00| 1125.00000 4500.00| 1125.00000 4500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01846 1.000 EACH| 1525.00000 1525.00| 1525.00000 1525.00| 1525.00000 1525.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-06037 3.000 EACH| 525.00000 1575.00| 525.00000 1575.00| 525.00000 1575.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 500.000 LFT | 9.25000 4625.00| 9.25000 4625.00| 9.25000 4625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 602-06729 16.000 EACH| 6.00000 96.00| 6.00000 96.00| 6.00000 96.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1065659 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 610-05527 2565.000 TON | 27.00000 69255.00| 27.30000 70024.50| 27.30000 70024.50 HMA FOR APPROACHES | | | 0032 611-06497 6.000 EACH| 120.00000 720.00| 120.00000 720.00| 120.00000 720.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06527 3.000 EACH| 320.00000 960.00| 320.00000 960.00| 320.00000 960.00 MONUMENT, SECTION CORNER | | | 0034 616-02320 871.000 SYS | 2.60000 2264.60| 1.81000 1576.51| 2.00000 1742.00 GEOTEXTILES | | | 0035 616-06405 435.000 TON | 13.50000 5872.50| 14.65000 6372.75| 16.00000 6960.00 RIPRAP, REVETMENT | | | 0036 621-01004 3.000 EACH| 750.00000 2250.00| 750.00000 2250.00| 750.00000 2250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 3.000 TON | 503.00000 1509.00| 503.00000 1509.00| 503.00000 1509.00 FERTILIZER | | | 0038 621-06553 1190.000 LBS | 3.40000 4046.00| 3.40000 4046.00| 3.40000 4046.00 SEED MIXTURE, R | | | 0039 621-06565 14.000 TON | 387.00000 5418.00| 387.00000 5418.00| 387.00000 5418.00 MULCHING MATERIAL | | | 0040 621-06567 13.000 MG | 2.00000 26.00| 2.00000 26.00| 2.00000 26.00 WATER | | | 0041 621-06574 3080.000 SYS | 2.50000 7700.00| 2.50000 7700.00| 2.50000 7700.00 SODDING | | | 0042 621-91582 11.000 EACH| 15.00000 165.00| 15.00000 165.00| 15.00000 165.00 SEEDLING, SHRUB | | | 0043 622-52436 2.000 EACH| 18.00000 36.00| 22.00000 44.00| 18.00000 36.00 SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 39.000 EACH| 15.00000 585.00| 15.00000 585.00| 15.00000 585.00 SEEDLING | | | 0045 701-51195 432.000 LFT | 26.00000 11232.00| 24.40000 10540.80| 32.00000 13824.00 PILE, STEEL H, HP 12 X 53 | | | 0047 701-91792 22.000 EACH| 90.00000 1980.00| 84.10000 1850.20| 200.00000 4400.00 PILE TIP, STEEL H | | | 0048 702-44240 0.100 CYS | 500.00000 50.00| 500.00000 50.00| 500.00000 50.00 CONCRETE, A, STRUCTURES | | | 0049 703-51030 29608.000 LBS | 0.42000 12435.36| 0.53000 15692.24| 0.55000 16284.40 REINFORCING STEEL | | | 0050 703-51032 28268.000 LBS | 0.54000 15264.72| 0.59000 16678.12| 0.65000 18374.20 REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 258.600 CYS | 350.00000 90510.00| 340.00000 87924.00| 337.00000 87148.20 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1065659 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 706-05732 4.000 EACH| 900.00000 3600.00| 838.00000 3352.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51020 18.500 CYS | 350.00000 6475.00| 549.00000 10156.50| 340.00000 6290.00 CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 2700.00000 2700.00| 2240.86000 2240.86| 2700.00000 2700.00 SURFACE SEAL | | | 0055 715-07276 92.000 LFT | 42.34000 3895.28| 54.00000 4968.00| 54.00000 4968.00 PIPE, GROUP A, 0.064 IN., 36 IN. | | | 0056 715-10025 712.000 LFT | 19.36000 13784.32| 13.00000 9256.00| 13.00000 9256.00 PIPE, GROUP D, 0.064 IN., 15 IN. | | | 0057 715-13010 620.000 LFT | 18.13000 11240.60| 12.00000 7440.00| 12.00000 7440.00 PIPE, GROUP L, 12 IN. | | | 0058 715-13015 305.000 LFT | 27.38000 8350.90| 14.00000 4270.00| 14.00000 4270.00 PIPE, GROUP L, 15 IN. | | | 0059 715-13020 140.000 LFT | 28.15000 3941.00| 16.00000 2240.00| 16.00000 2240.00 PIPE, GROUP L, 18 IN. | | | 0060 715-15000 160.000 LFT | 12.55000 2008.00| 5.00000 800.00| 5.00000 800.00 PIPE, GROUP P, 6 IN. | | | 0061 715-15010 30.000 LFT | 19.40000 582.00| 16.00000 480.00| 16.00000 480.00 PIPE, GROUP P, 12 IN. | | | 0062 715-44255 11605.000 LFT | 2.50000 29012.50| 2.00000 23210.00| 2.00000 23210.00 PIPE, GROUP K, 6 IN. | | | 0063 715-44275 260.000 LFT | 12.78000 3322.80| 12.00000 3120.00| 12.00000 3120.00 PIPE, UNDERDRAIN, NONPERFORATED, 0.052 | | | IN., 6 IN. | | | 0064 715-46005 30.000 EACH| 205.00000 6150.00| 200.00000 6000.00| 200.00000 6000.00 PIPE END SECTION, 15 IN. | | | 0065 715-46010 1.000 EACH| 240.00000 240.00| 212.00000 212.00| 212.00000 212.00 PIPE END SECTION, 18 IN. | | | 0066 715-46040 2.000 EACH| 480.00000 960.00| 462.00000 924.00| 462.00000 924.00 PIPE END SECTION, 36 IN. | | | 0067 718-52610 985.000 CYS | 18.66000 18380.10| 23.00000 22655.00| 23.00000 22655.00 AGGREGATE FOR UNDERDRAINS | | | 0068 718-97137 7.000 EACH| 53.50000 374.50| 180.00000 1260.00| 180.00000 1260.00 OUTLET PROTECTOR, 6 IN. | | | 0069 718-99153 8165.000 SYS | 2.28000 18616.20| 0.75000 6123.75| 0.75000 6123.75 GEOTEXTILES FOR UNDERDRAIN | | | 0070 720-45030 2.000 EACH| 882.00000 1764.00| 1000.00000 2000.00| 1000.00000 2000.00 INLET, E7 | | | 0071 720-45035 2.000 EACH| 925.00000 1850.00| 1000.00000 2000.00| 1000.00000 2000.00 INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1065659 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-01428 53.000 LFT | 9.00000 477.00| 4.00000 212.00| 5.00000 265.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 24 IN. | | | 0073 801-04308 5.000 EACH| 425.00000 2125.00| 310.00000 1550.00| 310.00000 1550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 4.000 EACH| 125.00000 500.00| 213.00000 852.00| 213.00000 852.00 BARRICADE, IIIA | | | 0075 801-06606 16.000 EACH| 165.00000 2640.00| 213.00000 3408.00| 213.00000 3408.00 BARRICADE, IIIB | | | 0076 801-06625 38.000 EACH| 145.00000 5510.00| 132.00000 5016.00| 132.00000 5016.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 28.000 EACH| 135.00000 3780.00| 121.00000 3388.00| 121.00000 3388.00 CONSTRUCTION SIGN, A | | | 0078 801-06731 520.000 LFT | 1.50000 780.00| 0.75000 390.00| 0.80000 416.00 TEMPORARY PAVEMENT MARKING, I | | | 0079 801-95997 7116.000 LFT | 0.13000 925.08| 0.12000 853.92| 0.12000 853.92 TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 4 IN. | | | 0080 801-96000 12936.000 LFT | 0.13000 1681.68| 0.12000 1552.32| 0.12000 1552.32 TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 4 IN. | | | 0081 801-96496 710.000 LFT | 0.13000 92.30| 0.12000 85.20| 0.12000 85.20 TEMPORARY PAVEMENT MARKING, BROKEN, | | | YELLOW, 4 IN. | | | 0082 802-76020 10.000 SFT | 9.00000 90.00| 5.00000 50.00| 5.00000 50.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0083 802-76025 6.500 SFT | 11.00000 71.50| 10.40000 67.60| 10.40000 67.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0084 802-76035 22.000 SFT | 12.00000 264.00| 10.20000 224.40| 10.20000 224.40 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0085 802-76055 236.000 LFT | 3.00000 708.00| 3.15000 743.40| 3.15000 743.40 SIGN POST, A | | | 0086 802-94715 LUMP| 685.00000 685.00| 480.00000 480.00| 480.00000 480.00 SIGNS, SHEET, REMOVE AND RESET | | | 0087 804-76305 16.000 EACH| 18.00000 288.00| 12.40000 198.40| 12.40000 198.40 DELINEATOR WITH POST, D1, WHITE, 3 IN. | | | DIA. | | | 0088 808-06703 12936.000 LFT | 0.27000 3492.72| 0.33000 4268.88| 0.27000 3492.72 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1065659 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 808-75240 710.000 LFT | 0.27000 191.70| 0.33000 234.30| 0.27000 191.70 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0090 808-75245 7116.000 LFT | 0.27000 1921.32| 0.33000 2348.28| 0.27000 1921.32 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0091 808-75297 53.000 LFT | 7.50000 397.50| 5.40000 286.20| 7.50000 397.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0092 808-75320 4.000 EACH| 60.50000 242.00| 80.00000 320.00| 60.50000 242.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0093 808-75325 4.000 EACH| 87.75000 351.00| 126.00000 504.00| 87.75000 351.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0094 808-75998 50.000 EACH| 35.00000 1750.00| 37.00000 1850.00| 35.00000 1750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0095 900-01925 12.000 MOS | 1300.00000 15600.00| 1177.00000 14124.00| 1125.00000 13500.00 FIELD OFFICE, 550 SQ FT | | | 0096 920-06775 LUMP| 12800.00000 12800.00| 10562.00000 10562.00| 53900.00000 53900.00 MAINTAINING TRAFFIC | | | 0097 930-06845 LUMP| 34300.00000 34300.00| 33181.77000 33181.77| 23645.00000 23645.00 CONSTRUCTION ENGINEERING | | | 0098 940-01001 LUMP| 42100.00000 42100.00| 60371.00000 60371.00| 64000.00000 64000.00 MOBILIZATION AND DEMOBILIZATION | | | 0099 701-97874 120.000 LFT | 54.00000 6480.00| 98.30000 11796.00| 92.00000 11040.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 12 X 53 | | | SECTION TOTALS | $ 1,196,451.13| $ 1,228,636.60| $ 1,282,948.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,196,451.13| $ 1,228,636.60| $ 1,282,948.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 |(5) 35-1139301 | |JOHNSON, S.E. COMPANIES, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION(3R/4R STANDARD) | | | 0001 201-52370 LUMP| 47000.00000 47000.00| 39656.34000 39656.34| CLEARING RIGHT OF WAY | | | 0002 202-51330 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| PRESENT STRUCTURE, REMOVE | | | 0003 202-60820 3210.000 SYS | 2.40000 7704.00| 1.50000 4815.00| SURFACE MILLING, ASPHALT | | | 0004 203-02000 27185.000 CYS | 7.00000 190295.00| 5.45000 148158.25| EXCAVATION, COMMON | | | 0005 203-51223 563.000 CYS | 18.00000 10134.00| 18.00000 10134.00| EXCAVATION, WATERWAY | | | 0006 205-02224 3535.000 LFT | 1.65000 5832.75| 1.65000 5832.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02228 160.000 LFT | 32.00000 5120.00| 17.50000 2800.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0008 205-02231 1156.000 LFT | 7.00000 8092.00| 13.77000 15918.12| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02236 4.000 EACH| 85.00000 340.00| 85.00000 340.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 211-02050 1755.000 CYS | 16.00000 28080.00| 13.87000 24341.85| B BORROW | | | 0011 211-02060 550.000 CYS | 13.00000 7150.00| 17.09000 9399.50| B BORROW FOR STRUCTURE BACKFILL | | | 0012 213-52830 24.000 CYS | 80.00000 1920.00| 80.00000 1920.00| FLOWABLE MORTAR | | | 0013 303-04075 1425.000 TON | 12.00000 17100.00| 11.39000 16230.75| COMPACTED AGGREGATE FOR SURFACE, 0, | | | SIZE NO. 73 | | | 0014 303-04095 35.000 TON | 35.00000 1225.00| 9.00000 315.00| COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0015 303-52308 5796.000 TON | 10.00000 57960.00| 9.00000 52164.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 401-05437 4710.000 TON | 25.50000 120105.00| 23.50000 110685.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 2500.000 TON | 20.00000 50000.00| 23.50000 58750.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 |(5) 35-1139301 | |JOHNSON, S.E. COMPANIES, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 401-05456 1235.000 TON | 30.00000 37050.00| 32.00000 39520.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05470 2555.000 TON | 19.00000 48545.00| 21.50000 54932.50| HMA BASE C25.0 mm, MAINLINE | | | 0020 402-05481 1210.000 TON | 25.00000 30250.00| 23.00000 27830.00| HMA BASE 25.0 mm, SHOULDER | | | 0021 402-05490 512.000 TON | 37.00000 18944.00| 31.00000 15872.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0022 405-05517 12.000 TON | 100.00000 1200.00| 100.00000 1200.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 23.000 TON | 85.00000 1955.00| 150.00000 3450.00| ASPHALT FOR TACK COAT | | | 0024 501-02400 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| PROFILOGRAPH | | | 0025 501-05090 214.000 SYS | 65.00000 13910.00| 65.00000 13910.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0026 601-01522 4.000 EACH| 1125.00000 4500.00| 1125.00000 4500.00| GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01846 1.000 EACH| 1525.00000 1525.00| 1525.00000 1525.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-06037 3.000 EACH| 525.00000 1575.00| 525.00000 1575.00| GUARDRAIL END TREATMENT, I | | | 0029 601-99105 500.000 LFT | 9.25000 4625.00| 9.25000 4625.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 602-06729 16.000 EACH| 6.00000 96.00| 6.00000 96.00| BARRIER DELINEATOR | | | 0031 610-05527 2565.000 TON | 31.00000 79515.00| 27.00000 69255.00| HMA FOR APPROACHES | | | 0032 611-06497 6.000 EACH| 120.00000 720.00| 120.00000 720.00| MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06527 3.000 EACH| 320.00000 960.00| 320.00000 960.00| MONUMENT, SECTION CORNER | | | 0034 616-02320 871.000 SYS | 2.85000 2482.35| 1.77000 1541.67| GEOTEXTILES | | | 0035 616-06405 435.000 TON | 25.00000 10875.00| 20.99000 9130.65| RIPRAP, REVETMENT | | | 0036 621-01004 3.000 EACH| 750.00000 2250.00| 750.00000 2250.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 |(5) 35-1139301 | |JOHNSON, S.E. COMPANIES, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 621-06545 3.000 TON | 503.00000 1509.00| 503.00000 1509.00| FERTILIZER | | | 0038 621-06553 1190.000 LBS | 3.40000 4046.00| 3.40000 4046.00| SEED MIXTURE, R | | | 0039 621-06565 14.000 TON | 387.00000 5418.00| 387.00000 5418.00| MULCHING MATERIAL | | | 0040 621-06567 13.000 MG | 2.00000 26.00| 2.00000 26.00| WATER | | | 0041 621-06574 3080.000 SYS | 2.50000 7700.00| 2.50000 7700.00| SODDING | | | 0042 621-91582 11.000 EACH| 15.00000 165.00| 15.00000 165.00| SEEDLING, SHRUB | | | 0043 622-52436 2.000 EACH| 18.00000 36.00| 18.00000 36.00| SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 39.000 EACH| 15.00000 585.00| 15.00000 585.00| SEEDLING | | | 0045 701-51195 432.000 LFT | 32.00000 13824.00| 32.00000 13824.00| PILE, STEEL H, HP 12 X 53 | | | 0047 701-91792 22.000 EACH| 200.00000 4400.00| 200.00000 4400.00| PILE TIP, STEEL H | | | 0048 702-44240 0.100 CYS | 1000.00000 100.00| 1200.00000 120.00| CONCRETE, A, STRUCTURES | | | 0049 703-51030 29608.000 LBS | 0.55000 16284.40| 0.55000 16284.40| REINFORCING STEEL | | | 0050 703-51032 28268.000 LBS | 0.65000 18374.20| 0.65000 18374.20| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 258.600 CYS | 337.00000 87148.20| 337.00000 87148.20| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51020 18.500 CYS | 340.00000 6290.00| 340.00000 6290.00| CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 2700.00000 2700.00| 2700.00000 2700.00| SURFACE SEAL | | | 0055 715-07276 92.000 LFT | 38.50000 3542.00| 39.00000 3588.00| PIPE, GROUP A, 0.064 IN., 36 IN. | | | 0056 715-10025 712.000 LFT | 21.00000 14952.00| 18.99000 13520.88| PIPE, GROUP D, 0.064 IN., 15 IN. | | | 0057 715-13010 620.000 LFT | 17.50000 10850.00| 24.60000 15252.00| PIPE, GROUP L, 12 IN. | | | 0058 715-13015 305.000 LFT | 18.00000 5490.00| 28.85000 8799.25| PIPE, GROUP L, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 |(5) 35-1139301 | |JOHNSON, S.E. COMPANIES, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-13020 140.000 LFT | 18.50000 2590.00| 32.02000 4482.80| PIPE, GROUP L, 18 IN. | | | 0060 715-15000 160.000 LFT | 14.00000 2240.00| 12.88000 2060.80| PIPE, GROUP P, 6 IN. | | | 0061 715-15010 30.000 LFT | 17.00000 510.00| 31.15000 934.50| PIPE, GROUP P, 12 IN. | | | 0062 715-44255 11605.000 LFT | 1.75000 20308.75| 2.30000 26691.50| PIPE, GROUP K, 6 IN. | | | 0063 715-44275 260.000 LFT | 12.00000 3120.00| 13.00000 3380.00| PIPE, UNDERDRAIN, NONPERFORATED, 0.052 | | | IN., 6 IN. | | | 0064 715-46005 30.000 EACH| 160.00000 4800.00| 233.07000 6992.10| PIPE END SECTION, 15 IN. | | | 0065 715-46010 1.000 EACH| 250.00000 250.00| 346.24000 346.24| PIPE END SECTION, 18 IN. | | | 0066 715-46040 2.000 EACH| 400.00000 800.00| 607.51000 1215.02| PIPE END SECTION, 36 IN. | | | 0067 718-52610 985.000 CYS | 15.00000 14775.00| 23.50000 23147.50| AGGREGATE FOR UNDERDRAINS | | | 0068 718-97137 7.000 EACH| 225.00000 1575.00| 180.00000 1260.00| OUTLET PROTECTOR, 6 IN. | | | 0069 718-99153 8165.000 SYS | 0.75000 6123.75| 0.75000 6123.75| GEOTEXTILES FOR UNDERDRAIN | | | 0070 720-45030 2.000 EACH| 1500.00000 3000.00| 1082.01000 2164.02| INLET, E7 | | | 0071 720-45035 2.000 EACH| 1500.00000 3000.00| 1082.01000 2164.02| INLET, F7 | | | 0072 801-01428 53.000 LFT | 4.50000 238.50| 3.50000 185.50| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 24 IN. | | | 0073 801-04308 5.000 EACH| 310.00000 1550.00| 310.00000 1550.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 4.000 EACH| 213.00000 852.00| 213.00000 852.00| BARRICADE, IIIA | | | 0075 801-06606 16.000 EACH| 213.00000 3408.00| 213.00000 3408.00| BARRICADE, IIIB | | | 0076 801-06625 38.000 EACH| 132.00000 5016.00| 132.00000 5016.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 28.000 EACH| 121.00000 3388.00| 121.00000 3388.00| CONSTRUCTION SIGN, A | | | 0078 801-06731 520.000 LFT | 0.85000 442.00| 1.50000 780.00| TEMPORARY PAVEMENT MARKING, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 |(5) 35-1139301 | |JOHNSON, S.E. COMPANIES, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-95997 7116.000 LFT | 0.13000 925.08| 0.12000 853.92| TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 4 IN. | | | 0080 801-96000 12936.000 LFT | 0.13000 1681.68| 0.12000 1552.32| TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 4 IN. | | | 0081 801-96496 710.000 LFT | 0.13000 92.30| 0.12000 85.20| TEMPORARY PAVEMENT MARKING, BROKEN, | | | YELLOW, 4 IN. | | | 0082 802-76020 10.000 SFT | 9.00000 90.00| 5.00000 50.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0083 802-76025 6.500 SFT | 11.00000 71.50| 10.40000 67.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0084 802-76035 22.000 SFT | 12.00000 264.00| 10.20000 224.40| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0085 802-76055 236.000 LFT | 3.00000 708.00| 3.15000 743.40| SIGN POST, A | | | 0086 802-94715 LUMP| 685.00000 685.00| 704.40000 704.40| SIGNS, SHEET, REMOVE AND RESET | | | 0087 804-76305 16.000 EACH| 18.00000 288.00| 17.00000 272.00| DELINEATOR WITH POST, D1, WHITE, 3 IN. | | | DIA. | | | 0088 808-06703 12936.000 LFT | 0.27000 3492.72| 0.33000 4268.88| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0089 808-75240 710.000 LFT | 0.27000 191.70| 0.33000 234.30| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0090 808-75245 7116.000 LFT | 0.27000 1921.32| 0.33000 2348.28| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0091 808-75297 53.000 LFT | 7.50000 397.50| 5.40000 286.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0092 808-75320 4.000 EACH| 60.50000 242.00| 80.00000 320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0093 808-75325 4.000 EACH| 87.75000 351.00| 126.00000 504.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 161 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,945.40 ROUTE : 100E CALL ORDER : 161 CONTRACT ID : R -24286-A COUNTIES : WELLS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 |(5) 35-1139301 | |JOHNSON, S.E. COMPANIES, INC|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 808-75998 50.000 EACH| 35.00000 1750.00| 37.00000 1850.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0095 900-01925 12.000 MOS | 1300.00000 15600.00| 1550.38000 18604.56| FIELD OFFICE, 550 SQ FT | | | 0096 920-06775 LUMP| 7500.00000 7500.00| 55173.56000 55173.56| MAINTAINING TRAFFIC | | | 0097 930-06845 LUMP| 35000.00000 35000.00| 57720.00000 57720.00| CONSTRUCTION ENGINEERING | | | 0098 940-01001 LUMP| 66000.00000 66000.00| 66093.90000 66093.90| MOBILIZATION AND DEMOBILIZATION | | | 0099 701-97874 120.000 LFT | 92.00000 11040.00| 92.00000 11040.00| PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 12 X 53 | | | SECTION TOTALS | $ 1,289,353.70| $ 1,321,877.98| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,289,353.70| $ 1,321,877.98| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-146-0(016) NHG-146-0(016) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-0907180 WAGNER, E.S. COMPANY $ 6,052,976.91 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 6,093,444.52 100.6685% 3 35-1139301 E & B PAVING, INC. $ 6,350,818.20 104.9205% 4 35-1486233 GEIGER DEVELOPING INC. $ 6,667,276.93 110.1487% 5 99-9995106 GRADEX/RIETH-RILEY JOINT VENTURE $ 6,698,812.78 110.6697% 6 35-1315965 FOX CONTRACTORS CORPORATION $ 7,025,117.40 116.0605% 7 38-1894432 ANGELO IAFRATE CONSTRUCTION COMPANY $ 7,091,168.14 117.1517% 8 35-0997978 PHEND & BROWN, INC. $ 7,783,627.06 128.5917% ==================================================================================================================================== |(1) 34-0907180 |(2) 35-1875662 |(3) 35-1139301 |WAGNER, E.S. COMPANY |CRIDER & CRIDER, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-04655 24.000 MOS | 208.00000 4992.00| 500.00000 12000.00| 448.35000 10760.40 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 108-01614 LUMP| 12040.00000 12040.00| 9000.00000 9000.00| 12414.93000 12414.93 PARTNERING OVERHEAD | | | 0003 201-52370 LUMP| 98000.00000 98000.00| 120000.00000 120000.00| 127016.36000 127016.36 CLEARING RIGHT OF WAY | | | 0004 202-51330 LUMP| 3200.00000 3200.00| 5000.00000 5000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE , STR. #1 | | | 0005 202-60820 165.000 SYS | 2.00000 330.00| 2.00000 330.00| 2.00000 330.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 413220.000 CYS | 2.20000 909084.00| 1.85000 764457.00| 1.95000 805779.00 EXCAVATION, COMMON | | | 0007 203-02045 23122.000 CYS | 2.65000 61273.30| 1.24000 28671.28| 1.24000 28671.28 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 203-02070 180836.000 CYS | 1.85000 334546.60| 2.32000 419539.52| 2.48000 448473.28 BORROW | | | 0009 205-02224 1670.000 LFT | 1.55000 2588.50| 1.60000 2672.00| 1.55000 2588.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02226 250.000 LFT | 10.00000 2500.00| 10.00000 2500.00| 10.00000 2500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0907180 |(2) 35-1875662 |(3) 35-1139301 |WAGNER, E.S. COMPANY |CRIDER & CRIDER, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 205-02227 21469.000 LFT | 1.35000 28983.15| 0.20000 4293.80| 0.19000 4079.11 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0012 205-02228 3537.000 LFT | 9.40000 33247.80| 7.75000 27411.75| 7.75000 27411.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0013 205-02229 3424.000 LFT | 2.20000 7532.80| 2.25000 7704.00| 2.20000 7532.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 5869.000 LFT | 8.40000 49299.60| 9.00000 52821.00| 9.25000 54288.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02232 3556.000 CYS | 3.00000 10668.00| 5.90000 20980.40| 5.90000 20980.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0016 205-02233 1815.000 CYS | 3.35000 6080.25| 5.00000 9075.00| 5.00000 9075.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0017 205-02234 11.000 EACH| 70.00000 770.00| 70.00000 770.00| 70.00000 770.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 13.000 EACH| 70.00000 910.00| 70.00000 910.00| 70.00000 910.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02770 200.000 SYS | 1.60000 320.00| 1.65000 330.00| 1.60000 320.00 EROSION CONTROL BLANKET | | | 0020 205-03371 400.000 CYS | 4.00000 1600.00| 25.00000 10000.00| 11.00000 4400.00 SEDIMENT REMOVE | | | 0021 211-02050 4116.000 CYS | 9.00000 37044.00| 10.00000 41160.00| 10.00000 41160.00 B BORROW | | | 0022 211-02060 6559.000 CYS | 9.00000 59031.00| 12.50000 81987.50| 12.50000 81987.50 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 16369.000 TON | 11.97000 195936.93| 10.50000 171874.50| 10.00000 163690.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 304-04403 15819.000 CYS | 22.67000 358616.73| 24.35000 385192.65| 23.80000 376492.20 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0025 401-05459 10407.000 TON | 22.75000 236759.25| 23.00000 239361.00| 22.75000 236759.25 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0026 401-05464 2202.000 TON | 26.00000 57252.00| 26.00000 57252.00| 26.00000 57252.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0027 402-05468 1069.000 TON | 27.00000 28863.00| 27.00000 28863.00| 27.00000 28863.00 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0907180 |(2) 35-1875662 |(3) 35-1139301 |WAGNER, E.S. COMPANY |CRIDER & CRIDER, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 402-05474 606.000 TON | 27.00000 16362.00| 27.00000 16362.00| 27.00000 16362.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 452.000 TON | 30.00000 13560.00| 30.00000 13560.00| 30.00000 13560.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05481 319.000 TON | 27.00000 8613.00| 27.00000 8613.00| 27.00000 8613.00 HMA BASE 25.0 mm, SHOULDER | | | 0031 405-05517 29.000 TON | 100.00000 2900.00| 100.00000 2900.00| 100.00000 2900.00 ASPHALT FOR PRIME COAT | | | 0032 406-05520 12.280 TON | 150.00000 1842.00| 150.00000 1842.00| 150.00000 1842.00 ASPHALT FOR TACK COAT | | | 0033 407-04348 2411.000 SYS | 1.00000 2411.00| 1.00000 2411.00| 1.00000 2411.00 SEAL COAT, 2 | | | 0034 501-02400 LUMP| 6303.84000 6303.84| 6500.00000 6500.00| 6303.84000 6303.84 PROFILOGRAPH | | | 0035 501-05181 66919.000 SYS | 20.90000 1398607.10| 20.90000 1398607.10| 20.90000 1398607.10 CEMENT CONCRETE PAVEMENT, PLAIN, 11 IN. | | | 0036 501-05240 34124.000 LFT | 5.67000 193483.08| 5.67000 193483.08| 5.67000 193483.08 CONTRACTION JOINT, D1 | | | 0037 501-05290 1019.000 LBS | 0.55000 560.45| 0.55000 560.45| 0.55000 560.45 REINFORCING STEEL, PAVEMENT | | | 0038 601-99105 29.000 LFT | 16.00000 464.00| 16.00000 464.00| 16.00000 464.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 603-06040 21210.000 LFT | 2.67000 56630.70| 2.80000 59388.00| 2.67000 56630.70 FENCE, FARM FIELD, 47 IN. | | | 0040 603-96042 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 FENCE GATE, FARM FIELD, 47 IN. X 24 FT. | | | 0041 610-05527 394.000 TON | 34.00000 13396.00| 34.00000 13396.00| 34.00000 13396.00 HMA FOR APPROACHES | | | 0042 611-06497 2.000 EACH| 120.00000 240.00| 120.00000 240.00| 120.00000 240.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06490 4.000 EACH| 110.00000 440.00| 110.00000 440.00| 110.00000 440.00 RIGHT OF WAY MARKER | | | 0044 615-06510 8.000 EACH| 270.00000 2160.00| 270.00000 2160.00| 270.00000 2160.00 MONUMENT, C | | | 0045 616-02320 13486.000 SYS | 1.50000 20229.00| 1.50000 20229.00| 1.50000 20229.00 GEOTEXTILES | | | 0046 616-06405 6203.000 TON | 13.25000 82189.75| 15.85000 98317.55| 15.85000 98317.55 RIPRAP, REVETMENT | | | 0047 616-06451 987.000 TON | 13.75000 13571.25| 16.25000 16038.75| 16.25000 16038.75 RIPRAP, UNIFORM | | | 0048 621-01004 5.000 EACH| 400.00000 2000.00| 400.00000 2000.00| 400.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0907180 |(2) 35-1875662 |(3) 35-1139301 |WAGNER, E.S. COMPANY |CRIDER & CRIDER, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 621-06545 28.000 TON | 456.00000 12768.00| 455.00000 12740.00| 456.00000 12768.00 FERTILIZER | | | 0050 621-06553 9597.000 LBS | 3.10000 29750.70| 3.10000 29750.70| 3.10000 29750.70 SEED MIXTURE, R | | | 0051 621-06557 4032.000 LBS | 6.40000 25804.80| 6.40000 25804.80| 6.40000 25804.80 SEED MIXTURE, T | | | 0052 621-06565 214.000 TON | 351.00000 75114.00| 350.00000 74900.00| 351.00000 75114.00 MULCHING MATERIAL | | | 0053 621-06567 92.000 MG | 2.00000 184.00| 2.00000 184.00| 2.00000 184.00 WATER | | | 0054 621-06575 22858.000 SYS | 2.35000 53716.30| 2.35000 53716.30| 2.35000 53716.30 SODDING, NURSERY | | | 0055 622-52436 66.000 EACH| 20.00000 1320.00| 18.00000 1188.00| 17.70000 1168.20 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 3175.000 EACH| 8.00000 25400.00| 7.00000 22225.00| 10.87000 34512.25 SEEDLING | | | 0057 714-01366 260.000 LFT | 408.00000 106080.00| 410.00000 106600.00| 410.00000 106600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0058 714-26703 482.000 LFT | 203.00000 97846.00| 225.00000 108450.00| 225.00000 108450.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0059 714-26708 94.000 LFT | 280.00000 26320.00| 300.00000 28200.00| 300.00000 28200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0060 714-26726 458.000 LFT | 745.00000 341210.00| 640.00000 293120.00| 640.00000 293120.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 8 FT. | | | 0061 715-05019 260.000 LFT | 54.00000 14040.00| 39.00000 10140.00| 39.00000 10140.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0062 715-05028 340.000 LFT | 17.40000 5916.00| 12.00000 4080.00| 12.00000 4080.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05032 780.000 LFT | 20.50000 15990.00| 17.00000 13260.00| 17.00000 13260.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0064 715-05048 41804.000 LFT | 1.20000 50164.80| 1.20000 50164.80| 1.20000 50164.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0065 715-05049 50.000 LFT | 8.50000 425.00| 7.00000 350.00| 7.00000 350.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0066 715-05051 50.000 LFT | 10.30000 515.00| 7.50000 375.00| 7.50000 375.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0067 715-05052 50.000 LFT | 13.00000 650.00| 8.00000 400.00| 8.00000 400.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0907180 |(2) 35-1875662 |(3) 35-1139301 |WAGNER, E.S. COMPANY |CRIDER & CRIDER, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 715-05053 2625.000 LFT | 7.15000 18768.75| 9.00000 23625.00| 9.00000 23625.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0069 715-05123 78.000 LFT | 32.00000 2496.00| 30.00000 2340.00| 30.00000 2340.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0070 715-05127 694.000 LFT | 63.40000 43999.60| 48.00000 33312.00| 48.00000 33312.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0071 715-05146 200.000 LFT | 6.70000 1340.00| 6.00000 1200.00| 6.00000 1200.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0072 715-05147 200.000 LFT | 7.70000 1540.00| 6.50000 1300.00| 6.50000 1300.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0073 715-05148 200.000 LFT | 9.20000 1840.00| 11.00000 2200.00| 11.00000 2200.00 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0074 715-05152 278.000 LFT | 25.20000 7005.60| 22.00000 6116.00| 22.00000 6116.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0075 715-05171 44.000 LFT | 26.60000 1170.40| 26.00000 1144.00| 26.00000 1144.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0076 715-05218 148.000 LFT | 23.50000 3478.00| 17.00000 2516.00| 17.00000 2516.00 PIPE, TYPE 5, CIRCULAR, 15 IN. | | | 0077 715-05219 180.000 LFT | 28.00000 5040.00| 21.00000 3780.00| 21.00000 3780.00 PIPE, TYPE 5, CIRCULAR, 18 IN. | | | 0078 715-05246 84.000 LFT | 125.00000 10500.00| 68.00000 5712.00| 68.00000 5712.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 14.7 | | | SQ. FT. | | | 0079 715-05248 300.000 LFT | 143.00000 42900.00| 115.00000 34500.00| 115.00000 34500.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 16.6 | | | SQ. FT. | | | 0080 715-05407 1200.000 LFT | 5.00000 6000.00| 5.75000 6900.00| 5.75000 6900.00 PIPE, END BENT DRAIN, 6 IN. | | | 0081 715-05439 50.000 LFT | 7.50000 375.00| 8.00000 400.00| 8.00000 400.00 PIPE, DRAINTILE TERMINAL SECTION, 6 IN. | | | 0082 715-05440 50.000 LFT | 8.40000 420.00| 9.00000 450.00| 9.00000 450.00 PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0083 715-05442 50.000 LFT | 9.70000 485.00| 10.00000 500.00| 10.00000 500.00 PIPE, DRAINTILE TERMINAL SECTION, 10 IN.| | | 0084 715-05443 50.000 LFT | 10.80000 540.00| 11.00000 550.00| 11.00000 550.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN.| | | 0085 715-06054 100.000 LFT | 15.25000 1525.00| 15.00000 1500.00| 15.00000 1500.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 12 IN. | | | 0086 715-35000 100.000 LFT | 9.40000 940.00| 8.00000 800.00| 8.00000 800.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, 6 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0907180 |(2) 35-1875662 |(3) 35-1139301 |WAGNER, E.S. COMPANY |CRIDER & CRIDER, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 715-35005 100.000 LFT | 11.00000 1100.00| 10.00000 1000.00| 10.00000 1000.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, 8 | | | IN. | | | 0088 715-35010 100.000 LFT | 15.25000 1525.00| 15.00000 1500.00| 15.00000 1500.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 10 IN. | | | 0089 715-44240 11.000 CYS | 340.00000 3740.00| 840.00000 9240.00| 840.00000 9240.00 CONCRETE, A, STRUCTURES | | | 0090 715-46005 9.000 EACH| 184.00000 1656.00| 185.00000 1665.00| 185.00000 1665.00 PIPE END SECTION, 15 IN. | | | 0091 715-46010 6.000 EACH| 210.00000 1260.00| 190.00000 1140.00| 193.00000 1158.00 PIPE END SECTION, 18 IN. | | | 0092 715-46020 2.000 EACH| 362.00000 724.00| 295.00000 590.00| 295.00000 590.00 PIPE END SECTION, 24 IN. | | | 0093 715-46040 2.000 EACH| 786.00000 1572.00| 500.00000 1000.00| 500.00000 1000.00 PIPE END SECTION, 36 IN. | | | 0094 718-04880 34.000 EACH| 434.00000 14756.00| 750.00000 25500.00| 750.00000 25500.00 OUTLET PROTECTOR, A | | | 0095 718-04881 9.000 EACH| 132.00000 1188.00| 175.00000 1575.00| 175.00000 1575.00 OUTLET PROTECTOR, B | | | 0096 718-52610 3815.000 CYS | 20.30000 77444.50| 25.00000 95375.00| 25.00000 95375.00 AGGREGATE FOR UNDERDRAINS | | | 0097 718-99153 28368.000 SYS | 0.75000 21276.00| 0.60000 17020.80| 0.60000 17020.80 GEOTEXTILES FOR UNDERDRAIN | | | 0098 720-44006 1.000 EACH| 2700.00000 2700.00| 4500.00000 4500.00| 4500.00000 4500.00 SPRING BOX | | | 0099 720-45065 4.000 EACH| 2200.00000 8800.00| 2400.00000 9600.00| 2400.00000 9600.00 INLET, N12 | | | 0100 720-45070 9.000 EACH| 1710.00000 15390.00| 1450.00000 13050.00| 1450.00000 13050.00 INLET, P12A | | | 0101 801-04308 17.000 EACH| 750.00000 12750.00| 300.00000 5100.00| 300.00000 5100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-06605 22.000 EACH| 150.00000 3300.00| 250.00000 5500.00| 250.00000 5500.00 BARRICADE, IIIA | | | 0103 801-06606 15.000 EACH| 165.00000 2475.00| 350.00000 5250.00| 350.00000 5250.00 BARRICADE, IIIB | | | 0104 801-06608 64.000 EACH| 255.00000 16320.00| 230.00000 14720.00| 230.00000 14720.00 BARRICADE, IIIA, PERMANENT | | | 0105 801-06625 14.000 EACH| 150.00000 2100.00| 100.00000 1400.00| 99.00000 1386.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0106 801-06640 12.000 EACH| 250.00000 3000.00| 275.00000 3300.00| 275.00000 3300.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0907180 |(2) 35-1875662 |(3) 35-1139301 |WAGNER, E.S. COMPANY |CRIDER & CRIDER, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 801-06643 160.000 LFT | 0.70000 112.00| 0.70000 112.00| 0.70000 112.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0108 802-02489 309.500 LFT | 10.00000 3095.00| 9.20000 2847.40| 9.20000 2847.40 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0109 802-76025 32.750 SFT | 9.30000 304.58| 11.00000 360.25| 11.00000 360.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0110 802-76035 154.860 SFT | 9.25000 1432.46| 12.00000 1858.32| 12.00000 1858.32 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0111 804-06771 75.000 EACH| 20.00000 1500.00| 17.80000 1335.00| 17.80000 1335.00 DELINEATOR POST, FLEXIBLE | | | 0112 808-06712 350.000 LFT | 0.19000 66.50| 0.19000 66.50| 0.19000 66.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0113 808-06713 5665.000 LFT | 0.19000 1076.35| 0.19000 1076.35| 0.19000 1076.35 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0114 808-06714 3109.000 LFT | 0.19000 590.71| 0.19000 590.71| 0.19000 590.71 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0115 808-75051 24037.000 LFT | 0.78000 18748.86| 0.78000 18748.86| 0.78000 18748.86 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0116 808-75054 20500.000 LFT | 0.78000 15990.00| 0.78000 15990.00| 0.78000 15990.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0117 808-75059 5180.000 LFT | 0.78000 4040.40| 0.78000 4040.40| 0.78000 4040.40 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0118 808-75067 91.000 LFT | 9.72000 884.52| 5.00000 455.00| 5.00000 455.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0119 808-75998 260.000 EACH| 28.00000 7280.00| 30.00000 7800.00| 28.00000 7280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0120 900-01925 24.000 MOS | 2312.00000 55488.00| 900.00000 21600.00| 1306.11000 31346.64 FIELD OFFICE, 550 SQ FT | | | 0121 920-06775 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 137499.45000 137499.45 MAINTAINING TRAFFIC | | | 0122 930-06845 LUMP| 106000.00000 106000.00| 145000.00000 145000.00| 187793.08000 187793.08 CONSTRUCTION ENGINEERING | | | 0123 940-01001 LUMP| 212000.00000 212000.00| 304500.00000 304500.00| 317540.91000 317540.91 MOBILIZATION AND DEMOBILIZATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0907180 |(2) 35-1875662 |(3) 35-1139301 |WAGNER, E.S. COMPANY |CRIDER & CRIDER, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 401-05467 40380.000 LFT | 0.20000 8076.00| 0.20000 8076.00| 0.20000 8076.00 MILLED HMA CORRUGATIONS | | | 0125 501-04771 LUMP| 2905.00000 2905.00| 3000.00000 3000.00| 2905.00000 2905.00 CORING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 6,052,976.91| $ 6,093,444.52| $ 6,350,818.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,052,976.91| $ 6,093,444.52| $ 6,350,818.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 99-9995106 |(6) 35-1315965 |GEIGER DEVELOPING INC. |GRADEX/RIETH-RILEY JOINT VEN|FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-04655 24.000 MOS | 638.75000 15330.00| 525.00000 12600.00| 1000.00000 24000.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 108-01614 LUMP| 14370.64000 14370.64| 11000.00000 11000.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0003 201-52370 LUMP| 209177.02000 209177.02| 135000.00000 135000.00| 135000.00000 135000.00 CLEARING RIGHT OF WAY | | | 0004 202-51330 LUMP| 10029.37000 10029.37| 5000.00000 5000.00| 11000.00000 11000.00 PRESENT STRUCTURE, REMOVE , STR. #1 | | | 0005 202-60820 165.000 SYS | 2.00000 330.00| 15.75000 2598.75| 2.00000 330.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 413220.000 CYS | 2.35000 971067.00| 2.24000 925612.80| 2.10000 867762.00 EXCAVATION, COMMON | | | 0007 203-02045 23122.000 CYS | 2.95000 68209.90| 3.96000 91563.12| 2.75000 63585.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 203-02070 180836.000 CYS | 2.35000 424964.60| 3.15000 569633.40| 2.85000 515382.60 BORROW | | | 0009 205-02224 1670.000 LFT | 2.62000 4375.40| 1.63000 2722.10| 1.50000 2505.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02226 250.000 LFT | 13.45000 3362.50| 10.50000 2625.00| 11.40000 2850.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0011 205-02227 21469.000 LFT | 0.97000 20824.93| 1.10000 23615.90| 2.30000 49378.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0012 205-02228 3537.000 LFT | 7.85000 27765.45| 4.25000 15032.25| 18.00000 63666.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0013 205-02229 3424.000 LFT | 2.62000 8970.88| 2.31000 7909.44| 2.40000 8217.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 5869.000 LFT | 13.45000 78938.05| 12.90000 75710.10| 6.60000 38735.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02232 3556.000 CYS | 6.66000 23682.96| 5.50000 19558.00| 11.40000 40538.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0016 205-02233 1815.000 CYS | 2.28000 4138.20| 4.40000 7986.00| 15.50000 28132.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 99-9995106 |(6) 35-1315965 |GEIGER DEVELOPING INC. |GRADEX/RIETH-RILEY JOINT VEN|FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 205-02234 11.000 EACH| 33.20000 365.20| 73.50000 808.50| 57.00000 627.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 13.000 EACH| 33.20000 431.60| 73.50000 955.50| 57.00000 741.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02770 200.000 SYS | 1.72000 344.00| 1.68000 336.00| 3.00000 600.00 EROSION CONTROL BLANKET | | | 0020 205-03371 400.000 CYS | 10.52000 4208.00| 11.00000 4400.00| 6.00000 2400.00 SEDIMENT REMOVE | | | 0021 211-02050 4116.000 CYS | 8.79000 36179.64| 11.00000 45276.00| 18.00000 74088.00 B BORROW | | | 0022 211-02060 6559.000 CYS | 16.62000 109010.58| 12.00000 78708.00| 18.00000 118062.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 16369.000 TON | 10.00000 163690.00| 10.50000 171874.50| 10.00000 163690.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 304-04403 15819.000 CYS | 17.41000 275408.79| 23.10000 365418.90| 24.00000 379656.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0025 401-05459 10407.000 TON | 22.75000 236759.25| 23.89000 248623.23| 22.75000 236759.25 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0026 401-05464 2202.000 TON | 26.00000 57252.00| 27.30000 60114.60| 26.00000 57252.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0027 402-05468 1069.000 TON | 27.00000 28863.00| 28.35000 30306.15| 27.00000 28863.00 HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 606.000 TON | 27.00000 16362.00| 28.35000 17180.10| 27.00000 16362.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 452.000 TON | 30.00000 13560.00| 31.50000 14238.00| 30.00000 13560.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05481 319.000 TON | 27.00000 8613.00| 28.35000 9043.65| 27.00000 8613.00 HMA BASE 25.0 mm, SHOULDER | | | 0031 405-05517 29.000 TON | 100.00000 2900.00| 105.00000 3045.00| 100.00000 2900.00 ASPHALT FOR PRIME COAT | | | 0032 406-05520 12.280 TON | 150.00000 1842.00| 158.00000 1940.24| 150.00000 1842.00 ASPHALT FOR TACK COAT | | | 0033 407-04348 2411.000 SYS | 1.00000 2411.00| 1.05000 2531.55| 1.00000 2411.00 SEAL COAT, 2 | | | 0034 501-02400 LUMP| 8986.00000 8986.00| 9660.00000 9660.00| 6400.00000 6400.00 PROFILOGRAPH | | | 0035 501-05181 66919.000 SYS | 20.17000 1349756.23| 21.89000 1464856.91| 21.00000 1405299.00 CEMENT CONCRETE PAVEMENT, PLAIN, 11 IN. | | | 0036 501-05240 34124.000 LFT | 5.55000 189388.20| 5.94000 202696.56| 5.70000 194506.80 CONTRACTION JOINT, D1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 99-9995106 |(6) 35-1315965 |GEIGER DEVELOPING INC. |GRADEX/RIETH-RILEY JOINT VEN|FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 501-05290 1019.000 LBS | 0.78000 794.82| 1.00000 1019.00| 0.60000 611.40 REINFORCING STEEL, PAVEMENT | | | 0038 601-99105 29.000 LFT | 16.00000 464.00| 16.80000 487.20| 17.00000 493.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 603-06040 21210.000 LFT | 2.80000 59388.00| 2.80000 59388.00| 3.00000 63630.00 FENCE, FARM FIELD, 47 IN. | | | 0040 603-96042 2.000 EACH| 900.00000 1800.00| 945.00000 1890.00| 900.00000 1800.00 FENCE GATE, FARM FIELD, 47 IN. X 24 FT. | | | 0041 610-05527 394.000 TON | 34.00000 13396.00| 35.70000 14065.80| 34.00000 13396.00 HMA FOR APPROACHES | | | 0042 611-06497 2.000 EACH| 120.00000 240.00| 126.00000 252.00| 125.00000 250.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06490 4.000 EACH| 110.00000 440.00| 116.00000 464.00| 115.00000 460.00 RIGHT OF WAY MARKER | | | 0044 615-06510 8.000 EACH| 270.00000 2160.00| 284.00000 2272.00| 275.00000 2200.00 MONUMENT, C | | | 0045 616-02320 13486.000 SYS | 1.69000 22791.34| 0.80000 10788.80| 1.70000 22926.20 GEOTEXTILES | | | 0046 616-06405 6203.000 TON | 16.93000 105016.79| 16.00000 99248.00| 16.00000 99248.00 RIPRAP, REVETMENT | | | 0047 616-06451 987.000 TON | 18.54000 18298.98| 17.00000 16779.00| 16.25000 16038.75 RIPRAP, UNIFORM | | | 0048 621-01004 5.000 EACH| 400.00000 2000.00| 420.00000 2100.00| 500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 28.000 TON | 456.00000 12768.00| 478.80000 13406.40| 440.00000 12320.00 FERTILIZER | | | 0050 621-06553 9597.000 LBS | 3.10000 29750.70| 3.26000 31286.22| 3.00000 28791.00 SEED MIXTURE, R | | | 0051 621-06557 4032.000 LBS | 6.40000 25804.80| 6.72000 27095.04| 3.00000 12096.00 SEED MIXTURE, T | | | 0052 621-06565 214.000 TON | 351.00000 75114.00| 368.55000 78869.70| 350.00000 74900.00 MULCHING MATERIAL | | | 0053 621-06567 92.000 MG | 2.00000 184.00| 2.10000 193.20| 2.00000 184.00 WATER | | | 0054 621-06575 22858.000 SYS | 2.35000 53716.30| 2.47000 56459.26| 2.50000 57145.00 SODDING, NURSERY | | | 0055 622-52436 66.000 EACH| 20.00000 1320.00| 18.60000 1227.60| 26.00000 1716.00 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 3175.000 EACH| 7.00000 22225.00| 7.35000 23336.25| 8.00000 25400.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 99-9995106 |(6) 35-1315965 |GEIGER DEVELOPING INC. |GRADEX/RIETH-RILEY JOINT VEN|FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 714-01366 260.000 LFT | 442.56000 115065.60| 425.00000 110500.00| 450.00000 117000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0058 714-26703 482.000 LFT | 285.54000 137630.28| 230.00000 110860.00| 340.00000 163880.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0059 714-26708 94.000 LFT | 310.55000 29191.70| 290.00000 27260.00| 370.00000 34780.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0060 714-26726 458.000 LFT | 709.57000 324983.06| 640.00000 293120.00| 870.00000 398460.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 8 FT. | | | 0061 715-05019 260.000 LFT | 48.32000 12563.20| 48.00000 12480.00| 44.00000 11440.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0062 715-05028 340.000 LFT | 17.24000 5861.60| 20.00000 6800.00| 20.00000 6800.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05032 780.000 LFT | 23.34000 18205.20| 22.00000 17160.00| 19.00000 14820.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0064 715-05048 41804.000 LFT | 2.32000 96985.28| 2.40000 100329.60| 7.00000 292628.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0065 715-05049 50.000 LFT | 20.79000 1039.50| 8.00000 400.00| 11.00000 550.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0066 715-05051 50.000 LFT | 22.17000 1108.50| 9.00000 450.00| 11.20000 560.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0067 715-05052 50.000 LFT | 22.69000 1134.50| 10.00000 500.00| 12.15000 607.50 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0068 715-05053 2625.000 LFT | 7.72000 20265.00| 9.00000 23625.00| 14.50000 38062.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0069 715-05123 78.000 LFT | 34.78000 2712.84| 33.00000 2574.00| 29.50000 2301.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0070 715-05127 694.000 LFT | 61.82000 42903.08| 54.00000 37476.00| 53.00000 36782.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0071 715-05146 200.000 LFT | 10.71000 2142.00| 6.00000 1200.00| 4.00000 800.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0072 715-05147 200.000 LFT | 11.95000 2390.00| 7.00000 1400.00| 5.00000 1000.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0073 715-05148 200.000 LFT | 12.98000 2596.00| 8.00000 1600.00| 5.50000 1100.00 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0074 715-05152 278.000 LFT | 15.92000 4425.76| 23.00000 6394.00| 23.50000 6533.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0075 715-05171 44.000 LFT | 17.52000 770.88| 26.00000 1144.00| 23.00000 1012.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 99-9995106 |(6) 35-1315965 |GEIGER DEVELOPING INC. |GRADEX/RIETH-RILEY JOINT VEN|FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05218 148.000 LFT | 14.63000 2165.24| 23.00000 3404.00| 13.50000 1998.00 PIPE, TYPE 5, CIRCULAR, 15 IN. | | | 0077 715-05219 180.000 LFT | 16.16000 2908.80| 26.00000 4680.00| 23.50000 4230.00 PIPE, TYPE 5, CIRCULAR, 18 IN. | | | 0078 715-05246 84.000 LFT | 67.84000 5698.56| 58.00000 4872.00| 125.00000 10500.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 14.7 | | | SQ. FT. | | | 0079 715-05248 300.000 LFT | 153.21000 45963.00| 70.00000 21000.00| 140.00000 42000.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 16.6 | | | SQ. FT. | | | 0080 715-05407 1200.000 LFT | 8.35000 10020.00| 8.40000 10080.00| 2.00000 2400.00 PIPE, END BENT DRAIN, 6 IN. | | | 0081 715-05439 50.000 LFT | 14.52000 726.00| 8.00000 400.00| 4.00000 200.00 PIPE, DRAINTILE TERMINAL SECTION, 6 IN. | | | 0082 715-05440 50.000 LFT | 15.67000 783.50| 9.00000 450.00| 5.00000 250.00 PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0083 715-05442 50.000 LFT | 17.25000 862.50| 11.00000 550.00| 5.00000 250.00 PIPE, DRAINTILE TERMINAL SECTION, 10 IN.| | | 0084 715-05443 50.000 LFT | 18.55000 927.50| 14.00000 700.00| 6.00000 300.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN.| | | 0085 715-06054 100.000 LFT | 21.09000 2109.00| 14.00000 1400.00| 7.00000 700.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 12 IN. | | | 0086 715-35000 100.000 LFT | 16.29000 1629.00| 8.00000 800.00| 5.00000 500.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, 6 | | | IN. | | | 0087 715-35005 100.000 LFT | 18.39000 1839.00| 9.00000 900.00| 5.50000 550.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, 8 | | | IN. | | | 0088 715-35010 100.000 LFT | 23.17000 2317.00| 10.00000 1000.00| 6.00000 600.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 10 IN. | | | 0089 715-44240 11.000 CYS | 397.96000 4377.56| 485.00000 5335.00| 400.00000 4400.00 CONCRETE, A, STRUCTURES | | | 0090 715-46005 9.000 EACH| 166.97000 1502.73| 250.00000 2250.00| 200.00000 1800.00 PIPE END SECTION, 15 IN. | | | 0091 715-46010 6.000 EACH| 175.81000 1054.86| 300.00000 1800.00| 211.00000 1266.00 PIPE END SECTION, 18 IN. | | | 0092 715-46020 2.000 EACH| 225.55000 451.10| 500.00000 1000.00| 400.00000 800.00 PIPE END SECTION, 24 IN. | | | 0093 715-46040 2.000 EACH| 682.10000 1364.20| 550.00000 1100.00| 750.00000 1500.00 PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 99-9995106 |(6) 35-1315965 |GEIGER DEVELOPING INC. |GRADEX/RIETH-RILEY JOINT VEN|FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 718-04880 34.000 EACH| 500.00000 17000.00| 620.00000 21080.00| 350.00000 11900.00 OUTLET PROTECTOR, A | | | 0095 718-04881 9.000 EACH| 180.00000 1620.00| 180.00000 1620.00| 175.00000 1575.00 OUTLET PROTECTOR, B | | | 0096 718-52610 3815.000 CYS | 27.00000 103005.00| 20.00000 76300.00| 27.00000 103005.00 AGGREGATE FOR UNDERDRAINS | | | 0097 718-99153 28368.000 SYS | 0.70000 19857.60| 0.75000 21276.00| 0.70000 19857.60 GEOTEXTILES FOR UNDERDRAIN | | | 0098 720-44006 1.000 EACH| 1007.06000 1007.06| 1200.00000 1200.00| 1000.00000 1000.00 SPRING BOX | | | 0099 720-45065 4.000 EACH| 2129.33000 8517.32| 2000.00000 8000.00| 2500.00000 10000.00 INLET, N12 | | | 0100 720-45070 9.000 EACH| 10093.98000 90845.82| 2400.00000 21600.00| 1800.00000 16200.00 INLET, P12A | | | 0101 801-04308 17.000 EACH| 1250.00000 21250.00| 315.00000 5355.00| 300.00000 5100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-06605 22.000 EACH| 210.00000 4620.00| 263.00000 5786.00| 250.00000 5500.00 BARRICADE, IIIA | | | 0103 801-06606 15.000 EACH| 325.00000 4875.00| 368.00000 5520.00| 350.00000 5250.00 BARRICADE, IIIB | | | 0104 801-06608 64.000 EACH| 225.00000 14400.00| 242.00000 15488.00| 230.00000 14720.00 BARRICADE, IIIA, PERMANENT | | | 0105 801-06625 14.000 EACH| 125.00000 1750.00| 104.00000 1456.00| 99.00000 1386.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0106 801-06640 12.000 EACH| 287.00000 3444.00| 289.00000 3468.00| 275.00000 3300.00 CONSTRUCTION SIGN, A | | | 0107 801-06643 160.000 LFT | 5.00000 800.00| 0.74000 118.40| 0.70000 112.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0108 802-02489 309.500 LFT | 9.10000 2816.45| 9.66000 2989.77| 9.00000 2785.50 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0109 802-76025 32.750 SFT | 26.00000 851.50| 11.55000 378.26| 26.00000 851.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0110 802-76035 154.860 SFT | 17.40000 2694.56| 12.60000 1951.24| 18.00000 2787.48 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0111 804-06771 75.000 EACH| 17.80000 1335.00| 18.70000 1402.50| 18.00000 1350.00 DELINEATOR POST, FLEXIBLE | | | 0112 808-06712 350.000 LFT | 0.12000 42.00| 0.20000 70.00| 0.19000 66.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1486233 |(5) 99-9995106 |(6) 35-1315965 |GEIGER DEVELOPING INC. |GRADEX/RIETH-RILEY JOINT VEN|FOX CONTRACTORS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 808-06713 5665.000 LFT | 0.12000 679.80| 0.20000 1133.00| 0.19000 1076.35 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0114 808-06714 3109.000 LFT | 0.12000 373.08| 0.20000 621.80| 0.19000 590.71 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0115 808-75051 24037.000 LFT | 1.07000 25719.59| 0.82000 19710.34| 0.78000 18748.86 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0116 808-75054 20500.000 LFT | 1.07000 21935.00| 0.82000 16810.00| 0.78000 15990.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0117 808-75059 5180.000 LFT | 1.12000 5801.60| 0.82000 4247.60| 0.78000 4040.40 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0118 808-75067 91.000 LFT | 8.50000 773.50| 5.25000 477.75| 5.00000 455.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0119 808-75998 260.000 EACH| 28.00000 7280.00| 30.20000 7852.00| 27.00000 7020.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0120 900-01925 24.000 MOS | 1098.06000 26353.44| 1400.00000 33600.00| 750.00000 18000.00 FIELD OFFICE, 550 SQ FT | | | 0121 920-06775 LUMP| 34829.96000 34829.96| 68020.00000 68020.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0122 930-06845 LUMP| 142202.00000 142202.00| 101000.00000 101000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0123 940-01001 LUMP| 341068.00000 341068.00| 339000.00000 339000.00| 375000.00000 375000.00 MOBILIZATION AND DEMOBILIZATION | | | 0124 401-05467 40380.000 LFT | 0.20000 8076.00| 0.21000 8479.80| 0.18000 7268.40 MILLED HMA CORRUGATIONS | | | 0125 501-04771 LUMP| 3240.00000 3240.00| 5000.00000 5000.00| 5000.00000 5000.00 CORING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 6,667,276.93| $ 6,698,812.78| $ 7,025,117.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,667,276.93| $ 6,698,812.78| $ 7,025,117.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1894432 |(8) 35-0997978 | |ANGELO IAFRATE CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-04655 24.000 MOS | 500.00000 12000.00| 400.00000 9600.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 108-01614 LUMP| 5000.00000 5000.00| 13000.00000 13000.00| PARTNERING OVERHEAD | | | 0003 201-52370 LUMP| 100000.00000 100000.00| 150000.00000 150000.00| CLEARING RIGHT OF WAY | | | 0004 202-51330 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| PRESENT STRUCTURE, REMOVE , STR. #1 | | | 0005 202-60820 165.000 SYS | 8.00000 1320.00| 2.10000 346.50| SURFACE MILLING, ASPHALT | | | 0006 203-02000 413220.000 CYS | 4.06000 1677673.20| 3.52000 1454534.40| EXCAVATION, COMMON | | | 0007 203-02045 23122.000 CYS | 1.85000 42775.70| 3.50000 80927.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 203-02070 180836.000 CYS | 2.50000 452090.00| 5.10000 922263.60| BORROW | | | 0009 205-02224 1670.000 LFT | 1.40000 2338.00| 1.65000 2755.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02226 250.000 LFT | 10.00000 2500.00| 10.50000 2625.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0011 205-02227 21469.000 LFT | 1.25000 26836.25| 1.35000 28983.15| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0012 205-02228 3537.000 LFT | 8.00000 28296.00| 11.90000 42090.30| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0013 205-02229 3424.000 LFT | 2.25000 7704.00| 2.30000 7875.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 5869.000 LFT | 10.00000 58690.00| 4.65000 27290.85| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02232 3556.000 CYS | 12.50000 44450.00| 10.00000 35560.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0016 205-02233 1815.000 CYS | 17.00000 30855.00| 7.75000 14066.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1894432 |(8) 35-0997978 | |ANGELO IAFRATE CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 205-02234 11.000 EACH| 70.00000 770.00| 73.50000 808.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 13.000 EACH| 70.00000 910.00| 73.50000 955.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02770 200.000 SYS | 1.60000 320.00| 1.68000 336.00| EROSION CONTROL BLANKET | | | 0020 205-03371 400.000 CYS | 20.00000 8000.00| 34.50000 13800.00| SEDIMENT REMOVE | | | 0021 211-02050 4116.000 CYS | 19.00000 78204.00| 21.00000 86436.00| B BORROW | | | 0022 211-02060 6559.000 CYS | 17.25000 113142.75| 22.00000 144298.00| B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 16369.000 TON | 13.50000 220981.50| 10.50000 171874.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 304-04403 15819.000 CYS | 27.00000 427113.00| 24.40000 385983.60| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0025 401-05459 10407.000 TON | 22.75000 236759.25| 23.90000 248727.30| QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0026 401-05464 2202.000 TON | 26.00000 57252.00| 27.30000 60114.60| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0027 402-05468 1069.000 TON | 27.00000 28863.00| 28.35000 30306.15| HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 606.000 TON | 27.00000 16362.00| 28.35000 17180.10| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 452.000 TON | 30.00000 13560.00| 31.50000 14238.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05481 319.000 TON | 27.00000 8613.00| 28.35000 9043.65| HMA BASE 25.0 mm, SHOULDER | | | 0031 405-05517 29.000 TON | 100.00000 2900.00| 61.55000 1784.95| ASPHALT FOR PRIME COAT | | | 0032 406-05520 12.280 TON | 150.00000 1842.00| 157.50000 1934.10| ASPHALT FOR TACK COAT | | | 0033 407-04348 2411.000 SYS | 1.00000 2411.00| 1.05000 2531.55| SEAL COAT, 2 | | | 0034 501-02400 LUMP| 3000.00000 3000.00| 6620.00000 6620.00| PROFILOGRAPH | | | 0035 501-05181 66919.000 SYS | 18.00000 1204542.00| 21.95000 1468872.05| CEMENT CONCRETE PAVEMENT, PLAIN, 11 IN. | | | 0036 501-05240 34124.000 LFT | 4.50000 153558.00| 5.95000 203037.80| CONTRACTION JOINT, D1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1894432 |(8) 35-0997978 | |ANGELO IAFRATE CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 501-05290 1019.000 LBS | 0.50000 509.50| 0.60000 611.40| REINFORCING STEEL, PAVEMENT | | | 0038 601-99105 29.000 LFT | 16.00000 464.00| 16.80000 487.20| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 603-06040 21210.000 LFT | 2.80000 59388.00| 2.94000 62357.40| FENCE, FARM FIELD, 47 IN. | | | 0040 603-96042 2.000 EACH| 900.00000 1800.00| 945.00000 1890.00| FENCE GATE, FARM FIELD, 47 IN. X 24 FT. | | | 0041 610-05527 394.000 TON | 34.00000 13396.00| 59.35000 23383.90| HMA FOR APPROACHES | | | 0042 611-06497 2.000 EACH| 120.00000 240.00| 126.00000 252.00| MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06490 4.000 EACH| 110.00000 440.00| 115.50000 462.00| RIGHT OF WAY MARKER | | | 0044 615-06510 8.000 EACH| 215.00000 1720.00| 283.50000 2268.00| MONUMENT, C | | | 0045 616-02320 13486.000 SYS | 1.50000 20229.00| 1.30000 17531.80| GEOTEXTILES | | | 0046 616-06405 6203.000 TON | 16.00000 99248.00| 16.50000 102349.50| RIPRAP, REVETMENT | | | 0047 616-06451 987.000 TON | 16.00000 15792.00| 16.50000 16285.50| RIPRAP, UNIFORM | | | 0048 621-01004 5.000 EACH| 500.00000 2500.00| 420.00000 2100.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 28.000 TON | 460.00000 12880.00| 478.80000 13406.40| FERTILIZER | | | 0050 621-06553 9597.000 LBS | 3.10000 29750.70| 3.26000 31286.22| SEED MIXTURE, R | | | 0051 621-06557 4032.000 LBS | 6.40000 25804.80| 6.72000 27095.04| SEED MIXTURE, T | | | 0052 621-06565 214.000 TON | 351.00000 75114.00| 368.55000 78869.70| MULCHING MATERIAL | | | 0053 621-06567 92.000 MG | 2.00000 184.00| 2.10000 193.20| WATER | | | 0054 621-06575 22858.000 SYS | 2.35000 53716.30| 2.47000 56459.26| SODDING, NURSERY | | | 0055 622-52436 66.000 EACH| 20.00000 1320.00| 18.50000 1221.00| SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 3175.000 EACH| 7.00000 22225.00| 7.35000 23336.25| SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1894432 |(8) 35-0997978 | |ANGELO IAFRATE CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 714-01366 260.000 LFT | 375.00000 97500.00| 440.00000 114400.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0058 714-26703 482.000 LFT | 215.00000 103630.00| 250.00000 120500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0059 714-26708 94.000 LFT | 295.00000 27730.00| 320.00000 30080.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0060 714-26726 458.000 LFT | 625.00000 286250.00| 770.00000 352660.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 8 FT. | | | 0061 715-05019 260.000 LFT | 34.00000 8840.00| 45.50000 11830.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0062 715-05028 340.000 LFT | 16.00000 5440.00| 15.60000 5304.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05032 780.000 LFT | 18.00000 14040.00| 22.00000 17160.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0064 715-05048 41804.000 LFT | 2.50000 104510.00| 1.50000 62706.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0065 715-05049 50.000 LFT | 11.00000 550.00| 8.00000 400.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0066 715-05051 50.000 LFT | 12.00000 600.00| 8.50000 425.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0067 715-05052 50.000 LFT | 15.00000 750.00| 9.00000 450.00| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0068 715-05053 2625.000 LFT | 6.00000 15750.00| 8.75000 22968.75| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0069 715-05123 78.000 LFT | 28.00000 2184.00| 30.66000 2391.48| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0070 715-05127 694.000 LFT | 42.00000 29148.00| 54.00000 37476.00| PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0071 715-05146 200.000 LFT | 10.00000 2000.00| 15.00000 3000.00| PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0072 715-05147 200.000 LFT | 11.00000 2200.00| 15.50000 3100.00| PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0073 715-05148 200.000 LFT | 12.00000 2400.00| 16.00000 3200.00| PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0074 715-05152 278.000 LFT | 20.00000 5560.00| 25.50000 7089.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0075 715-05171 44.000 LFT | 25.00000 1100.00| 26.00000 1144.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1894432 |(8) 35-0997978 | |ANGELO IAFRATE CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05218 148.000 LFT | 19.00000 2812.00| 28.00000 4144.00| PIPE, TYPE 5, CIRCULAR, 15 IN. | | | 0077 715-05219 180.000 LFT | 22.00000 3960.00| 30.36000 5464.80| PIPE, TYPE 5, CIRCULAR, 18 IN. | | | 0078 715-05246 84.000 LFT | 100.00000 8400.00| 66.00000 5544.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 14.7 | | | SQ. FT. | | | 0079 715-05248 300.000 LFT | 120.00000 36000.00| 144.00000 43200.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 16.6 | | | SQ. FT. | | | 0080 715-05407 1200.000 LFT | 10.00000 12000.00| 18.50000 22200.00| PIPE, END BENT DRAIN, 6 IN. | | | 0081 715-05439 50.000 LFT | 11.00000 550.00| 18.61000 930.50| PIPE, DRAINTILE TERMINAL SECTION, 6 IN. | | | 0082 715-05440 50.000 LFT | 12.00000 600.00| 19.50000 975.00| PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0083 715-05442 50.000 LFT | 15.00000 750.00| 21.00000 1050.00| PIPE, DRAINTILE TERMINAL SECTION, 10 IN.| | | 0084 715-05443 50.000 LFT | 16.00000 800.00| 22.00000 1100.00| PIPE, DRAINTILE TERMINAL SECTION, 12 IN.| | | 0085 715-06054 100.000 LFT | 18.00000 1800.00| 26.00000 2600.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 12 IN. | | | 0086 715-35000 100.000 LFT | 11.00000 1100.00| 23.00000 2300.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, 6 | | | IN. | | | 0087 715-35005 100.000 LFT | 12.00000 1200.00| 24.00000 2400.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, 8 | | | IN. | | | 0088 715-35010 100.000 LFT | 15.00000 1500.00| 26.00000 2600.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 10 IN. | | | 0089 715-44240 11.000 CYS | 750.00000 8250.00| 640.00000 7040.00| CONCRETE, A, STRUCTURES | | | 0090 715-46005 9.000 EACH| 650.00000 5850.00| 215.00000 1935.00| PIPE END SECTION, 15 IN. | | | 0091 715-46010 6.000 EACH| 675.00000 4050.00| 224.00000 1344.00| PIPE END SECTION, 18 IN. | | | 0092 715-46020 2.000 EACH| 700.00000 1400.00| 400.00000 800.00| PIPE END SECTION, 24 IN. | | | 0093 715-46040 2.000 EACH| 925.00000 1850.00| 700.00000 1400.00| PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1894432 |(8) 35-0997978 | |ANGELO IAFRATE CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 718-04880 34.000 EACH| 600.00000 20400.00| 525.00000 17850.00| OUTLET PROTECTOR, A | | | 0095 718-04881 9.000 EACH| 150.00000 1350.00| 197.10000 1773.90| OUTLET PROTECTOR, B | | | 0096 718-52610 3815.000 CYS | 22.00000 83930.00| 21.00000 80115.00| AGGREGATE FOR UNDERDRAINS | | | 0097 718-99153 28368.000 SYS | 0.80000 22694.40| 0.39000 11063.52| GEOTEXTILES FOR UNDERDRAIN | | | 0098 720-44006 1.000 EACH| 1800.00000 1800.00| 1500.00000 1500.00| SPRING BOX | | | 0099 720-45065 4.000 EACH| 2000.00000 8000.00| 2275.00000 9100.00| INLET, N12 | | | 0100 720-45070 9.000 EACH| 1650.00000 14850.00| 1382.00000 12438.00| INLET, P12A | | | 0101 801-04308 17.000 EACH| 325.00000 5525.00| 315.00000 5355.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-06605 22.000 EACH| 275.00000 6050.00| 262.50000 5775.00| BARRICADE, IIIA | | | 0103 801-06606 15.000 EACH| 375.00000 5625.00| 367.50000 5512.50| BARRICADE, IIIB | | | 0104 801-06608 64.000 EACH| 250.00000 16000.00| 241.50000 15456.00| BARRICADE, IIIA, PERMANENT | | | 0105 801-06625 14.000 EACH| 100.00000 1400.00| 103.95000 1455.30| DETOUR ROUTE MARKER ASSEMBLY | | | 0106 801-06640 12.000 EACH| 275.00000 3300.00| 288.75000 3465.00| CONSTRUCTION SIGN, A | | | 0107 801-06643 160.000 LFT | 0.70000 112.00| 0.75000 120.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0108 802-02489 309.500 LFT | 9.20000 2847.40| 9.70000 3002.15| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0109 802-76025 32.750 SFT | 11.00000 360.25| 11.55000 378.26| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0110 802-76035 154.860 SFT | 12.00000 1858.32| 12.60000 1951.24| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0111 804-06771 75.000 EACH| 17.80000 1335.00| 18.70000 1402.50| DELINEATOR POST, FLEXIBLE | | | 0112 808-06712 350.000 LFT | 0.19000 66.50| 0.20000 70.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 170 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,693,551.76 ROUTE : 24 CALL ORDER : 170 CONTRACT ID : R -24290-A COUNTIES : WABASH LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 38-1894432 |(8) 35-0997978 | |ANGELO IAFRATE CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 808-06713 5665.000 LFT | 0.19000 1076.35| 0.20000 1133.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0114 808-06714 3109.000 LFT | 0.19000 590.71| 0.20000 621.80| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0115 808-75051 24037.000 LFT | 0.78000 18748.86| 0.82000 19710.34| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0116 808-75054 20500.000 LFT | 0.78000 15990.00| 0.82000 16810.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0117 808-75059 5180.000 LFT | 0.78000 4040.40| 0.82000 4247.60| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0118 808-75067 91.000 LFT | 5.00000 455.00| 5.25000 477.75| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0119 808-75998 260.000 EACH| 28.00000 7280.00| 29.40000 7644.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0120 900-01925 24.000 MOS | 1750.00000 42000.00| 1238.00000 29712.00| FIELD OFFICE, 550 SQ FT | | | 0121 920-06775 LUMP| 30000.00000 30000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0122 930-06845 LUMP| 100000.00000 100000.00| 91000.00000 91000.00| CONSTRUCTION ENGINEERING | | | 0123 940-01001 LUMP| 350000.00000 350000.00| 390000.00000 390000.00| MOBILIZATION AND DEMOBILIZATION | | | 0124 401-05467 40380.000 LFT | 0.20000 8076.00| 0.21000 8479.80| MILLED HMA CORRUGATIONS | | | 0125 501-04771 LUMP| 3000.00000 3000.00| 3050.00000 3050.00| CORING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 7,091,168.14| $ 7,783,627.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,091,168.14| $ 7,783,627.06| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 165 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : W372(001) W372(001) 7219(001) OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS, INC. $ 6,324,419.16 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION COMPANY $ 6,583,131.44 104.0906% 3 35-0958970 LUTGRING BROTHERS, INC. $ 6,711,533.70 106.1209% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 6,929,000.00 109.5594% ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 201-52370 LUMP| 48000.00000 48000.00| 35000.00000 35000.00| 91000.00000 91000.00 CLEARING RIGHT OF WAY | | | 0002 202-02241 1132.000 LFT | 1.00000 1132.00| 3.00000 3396.00| 3.00000 3396.00 GUARDRAIL, REMOVE | | | 0003 202-02271 4.000 EACH| 985.00000 3940.00| 450.00000 1800.00| 1250.00000 5000.00 HEADWALL, REMOVE | | | 0004 202-91385 1.000 EACH| 330.00000 330.00| 425.00000 425.00| 500.00000 500.00 INLET, REMOVE | | | 0005 203-02020 104226.000 CYS | 2.45000 255353.70| 3.70000 385636.20| 4.50000 469017.00 EXCAVATION, UNCLASSIFIED | | | 0006 203-02045 23542.000 CYS | 3.08000 72509.36| 3.00000 70626.00| 2.75000 64740.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0007 203-02070 84037.000 CYS | 4.55000 382368.35| 4.40000 369762.80| 4.10000 344551.70 BORROW | | | 0008 205-02224 2540.000 LFT | 1.95000 4953.00| 1.90000 4826.00| 1.85000 4699.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 1328.000 LFT | 4.10000 5444.80| 2.60000 3452.80| 3.85000 5112.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02232 400.000 CYS | 21.00000 8400.00| 13.75000 5500.00| 10.00000 4000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0011 205-02236 12.000 EACH| 90.00000 1080.00| 70.00000 840.00| 85.00000 1020.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02237 16.000 EACH| 69.00000 1104.00| 50.00000 800.00| 65.00000 1040.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 211-02060 5308.000 CYS | 17.00000 90236.00| 18.50000 98198.00| 19.00000 100852.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 19833.500 TON | 10.95000 217176.83| 10.61000 210433.44| 10.30000 204285.05 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 303-52309 8435.400 TON | 10.65000 89837.01| 10.30000 86884.62| 10.00000 84354.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0016 303-60910 31.000 TON | 30.00000 930.00| 26.00000 806.00| 33.00000 1023.00 COMPACTED AGGREGATE FOR SURFACE, 0 , | | | SIZE NO. 73 | | | 0017 303-98541 111.500 TON | 26.50000 2954.75| 28.26000 3150.99| 36.00000 4014.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0018 304-04403 2128.900 CYS | 26.50000 56415.85| 25.75000 54819.18| 27.00000 57480.30 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0019 305-05206 2090.000 TON | 34.00000 71060.00| 32.96000 68886.40| 33.25000 69492.50 WIDENING WITH HMA | | | 0020 305-60400 3.000 TON | 53.00000 159.00| 45.00000 135.00| 80.00000 240.00 COMPACTED AGGREGATE FOR PATCHING | | | 0021 401-05437 16519.900 TON | 26.00000 429517.40| 25.34000 418614.27| 24.60000 406389.54 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 7657.600 TON | 29.00000 222070.40| 28.43000 217705.57| 27.60000 211349.76 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 3450.000 TON | 44.00000 151800.00| 42.95000 148177.50| 41.70000 143865.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 401-05459 5999.100 TON | 28.00000 167974.80| 26.78000 160655.90| 26.00000 155976.60 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0025 402-05470 8246.100 TON | 22.00000 181414.20| 21.37000 176219.16| 20.75000 171106.58 HMA BASE C25.0 mm, MAINLINE | | | 0026 402-05475 181.300 TON | 22.00000 3988.60| 19.72000 3575.24| 20.75000 3761.98 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0027 402-05483 1396.000 TON | 22.00000 30712.00| 21.37000 29832.52| 20.75000 28967.00 HMA BASE C25.0 mm, SHOULDER | | | 0028 404-05511 36358.500 SYS | 0.60000 21815.10| 0.56000 20360.76| 0.54000 19633.59 SEAL COAT, 2 | | | 0029 405-05517 53.100 TON | 290.00000 15399.00| 283.25000 15040.58| 275.00000 14602.50 ASPHALT FOR PRIME COAT | | | 0030 406-05520 53.100 TON | 175.00000 9292.50| 169.95000 9024.35| 165.00000 8761.50 ASPHALT FOR TACK COAT | | | 0031 501-02400 LUMP| 3900.00000 3900.00| 3811.00000 3811.00| 2900.00000 2900.00 PROFILOGRAPH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 501-03489 933.000 EACH| 10.00000 9330.00| 9.27000 8648.91| 12.50000 11662.50 TIE BAR, RETROFIT | | | 0033 501-04010 17.000 SYS | 205.00000 3485.00| 200.85000 3414.45| 235.00000 3995.00 CEMENT CONCRETE PAVEMENT FOR PATCHING | | | 0034 501-05090 217.500 SYS | 55.00000 11962.50| 48.00000 10440.00| 55.00000 11962.50 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0035 501-05170 4908.700 SYS | 37.00000 181621.90| 36.05000 176958.64| 34.70000 170331.89 CEMENT CONCRETE PAVEMENT, PLAIN, 9 IN. | | | 0036 501-05180 2941.700 SYS | 41.00000 120609.70| 40.17000 118168.09| 36.65000 107813.31 CEMENT CONCRETE PAVEMENT, PLAIN, 10 IN. | | | 0037 501-05240 3532.700 LFT | 6.00000 21196.20| 5.67000 20030.41| 7.85000 27731.70 CONTRACTION JOINT, D1 | | | 0038 501-05290 1498.000 LBS | 0.65000 973.70| 0.75000 1123.50| 2.00000 2996.00 REINFORCING STEEL, PAVEMENT | | | 0039 501-51940 35.000 LFT | 5.00000 175.00| 4.64000 162.40| 14.30000 500.50 PREFORMED JOINT MATERIAL, 1 IN. | | | 0040 601-01522 6.000 EACH| 1250.00000 7500.00| 1175.00000 7050.00| 1175.00000 7050.00 GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-01626 4.000 EACH| 1800.00000 7200.00| 1700.00000 6800.00| 1700.00000 6800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0042 601-94689 6.000 EACH| 3350.00000 20100.00| 3150.00000 18900.00| 3150.00000 18900.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 6188.500 LFT | 9.20000 56934.20| 8.66000 53592.41| 8.66000 53592.41 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0044 602-06729 74.000 EACH| 8.50000 629.00| 6.00000 444.00| 6.00000 444.00 BARRIER DELINEATOR | | | 0045 603-06040 26215.000 LFT | 3.50000 91752.50| 3.30000 86509.50| 3.30000 86509.50 FENCE, FARM FIELD, 47 IN. | | | 0046 603-98332 2.000 EACH| 965.00000 1930.00| 910.00000 1820.00| 910.00000 1820.00 FENCE GATE, CHAIN LINK, 48 IN. X 7 FT. | | | 0047 605-06100 2245.000 LFT | 9.00000 20205.00| 8.76000 19666.20| 9.30000 20878.50 CURB, INTEGRAL, C, CONCRETE | | | 0048 605-06120 43.000 LFT | 28.00000 1204.00| 26.76000 1150.68| 22.00000 946.00 CURB, CONCRETE | | | 0049 605-06150 807.000 LFT | 12.00000 9684.00| 11.33000 9143.31| 11.55000 9320.85 CURB AND GUTTER, C, CONCRETE | | | 0050 607-06185 90.000 LFT | 32.00000 2880.00| 30.90000 2781.00| 22.00000 1980.00 GUTTER, REINFORCED CONCRETE | | | 0051 610-05527 1695.900 TON | 38.00000 64444.20| 37.08000 62883.97| 36.00000 61052.40 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 611-05330 805.000 SYS | 41.00000 33005.00| 40.17000 32336.85| 29.95000 24109.75 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0053 611-06497 8.000 EACH| 100.00000 800.00| 95.00000 760.00| 95.00000 760.00 MAILBOX ASSEMBLY, SINGLE | | | 0054 611-06498 1.000 EACH| 130.00000 130.00| 125.00000 125.00| 125.00000 125.00 MAILBOX ASSEMBLY, DOUBLE | | | 0055 611-95728 635.000 SYS | 46.00000 29210.00| 44.81000 28454.35| 32.45000 20605.75 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0056 615-06490 167.000 EACH| 85.00000 14195.00| 60.00000 10020.00| 70.00000 11690.00 RIGHT OF WAY MARKER | | | 0057 615-06505 9.000 EACH| 420.00000 3780.00| 395.00000 3555.00| 395.00000 3555.00 MONUMENT, B | | | 0058 615-06510 5.000 EACH| 310.00000 1550.00| 295.00000 1475.00| 295.00000 1475.00 MONUMENT, C | | | 0059 615-06515 4.000 EACH| 120.00000 480.00| 115.00000 460.00| 115.00000 460.00 MONUMENT, D | | | 0060 615-06527 17.000 EACH| 310.00000 5270.00| 295.00000 5015.00| 295.00000 5015.00 MONUMENT, SECTION CORNER | | | 0061 616-02320 7469.000 SYS | 1.65000 12323.85| 1.40000 10456.60| 1.90000 14191.10 GEOTEXTILES | | | 0062 616-03472 4576.000 TON | 16.00000 73216.00| 16.50000 75504.00| 15.00000 68640.00 RIPRAP, REVEMENT 18 IN. | | | 0063 621-01004 4.000 EACH| 670.00000 2680.00| 515.00000 2060.00| 630.00000 2520.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-02356 40.700 LBS | 31.00000 1261.70| 32.96000 1341.47| 28.75000 1170.13 SEEDING, WETLAND | | | 0065 621-06545 11.700 TON | 420.00000 4914.00| 412.00000 4820.40| 395.00000 4621.50 FERTILIZER | | | 0066 621-06553 4140.400 LBS | 4.10000 16975.64| 3.61000 14946.84| 3.85000 15940.54 SEED MIXTURE, R | | | 0067 621-06557 1897.900 LBS | 5.25000 9963.98| 5.15000 9774.19| 4.95000 9394.61 SEED MIXTURE, T | | | 0068 621-06567 63.500 MG | 1.00000 63.50| 2.00000 127.00| 1.00000 63.50 WATER | | | 0069 621-06575 19254.000 SYS | 3.05000 58724.70| 3.00000 57762.00| 3.50000 67389.00 SODDING, NURSERY | | | 0070 621-98503 94.100 TON | 400.00000 37640.00| 280.00000 26348.00| 375.00000 35287.50 MULCH MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 622-01937 970.000 EACH| 4.50000 4365.00| 10.30000 9991.00| 4.25000 4122.50 PLANT , EMERGENT WETLAND | | | 0072 622-91786 6020.000 EACH| 11.00000 66220.00| 10.30000 62006.00| 10.50000 63210.00 SEEDLING | | | 0073 702-51005 11.600 CYS | 270.00000 3132.00| 400.00000 4640.00| 575.00000 6670.00 CONCRETE, A, SUBSTRUCTURE | | | 0074 702-51015 321.000 CYS | 245.00000 78645.00| 320.00000 102720.00| 215.00000 69015.00 CONCRETE, B, FOOTINGS | | | 0075 702-51100 1456.000 LBS | 3.20000 4659.20| 3.00000 4368.00| 4.15000 6042.40 DRAIN PIPE, CAST IRON, 6 IN. | | | 0076 702-51110 4508.000 LBS | 4.25000 19159.00| 4.00000 18032.00| 2.25000 10143.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0077 702-90915 7.300 CYS | 640.00000 4672.00| 600.00000 4380.00| 400.00000 2920.00 CONCRETE, A | | | 0078 702-90915 2.000 CYS | 320.00000 640.00| 600.00000 1200.00| 279.32000 558.64 CONCRETE, A , ENCASEMENT | | | 0079 703-51030 25334.000 LBS | 0.43000 10893.62| 0.46000 11653.64| 0.50000 12667.00 REINFORCING STEEL | | | 0080 703-96177 338557.000 LBS | 0.50000 169278.50| 0.53000 179435.21| 0.55000 186206.35 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0081 704-51002 1268.900 CYS | 250.00000 317225.00| 307.00000 389552.30| 405.00000 513904.50 CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-05732 4.000 EACH| 1350.00000 5400.00| 1100.00000 4400.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0083 706-51020 140.500 CYS | 330.00000 46365.00| 226.60000 31837.30| 400.00000 56200.00 CONCRETE, C, RAILING | | | 0084 707-51045 LUMP| 485000.00000 485000.00| 460500.00000 460500.00| 500000.00000 500000.00 CONCRETE STRUCTURAL MEMBERS | | | 0085 709-51821 LUMP| 20500.00000 20500.00| 19320.00000 19320.00| 18500.00000 18500.00 SURFACE SEAL | | | 0086 714-05765 360.000 LFT | 520.00000 187200.00| 640.00000 230400.00| 312.00000 112320.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 10 FT. | | | 0087 714-26712 52.000 LFT | 285.00000 14820.00| 334.00000 17368.00| 430.00000 22360.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 6 FT. | | | 0088 714-94664 56.000 LFT | 170.00000 9520.00| 203.00000 11368.00| 240.00000 13440.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0089 715-01029 140.000 LFT | 64.00000 8960.00| 68.50000 9590.00| 65.00000 9100.00 PIPE, GROUP A, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 715-03149 155.000 LFT | 20.00000 3100.00| 20.50000 3177.50| 23.00000 3565.00 PIPE, GROUP D, 15 IN. | | | 0091 715-03153 492.000 LFT | 21.00000 10332.00| 22.70000 11168.40| 25.00000 12300.00 PIPE, GROUP D, 18 IN. | | | 0092 715-03382 2.000 EACH| 170.00000 340.00| 245.00000 490.00| 310.00000 620.00 PIPE END SECTION, 22 IN. X 13 IN. | | | 0093 715-04475 417.000 LFT | 35.00000 14595.00| 44.50000 18556.50| 43.50000 18139.50 PIPE, GROUP A, 36 IN. | | | 0094 715-04476 32.000 LFT | 45.00000 1440.00| 26.00000 832.00| 47.00000 1504.00 PIPE, GROUP G-1, MIN. AREA 1.8 SQ. FT. | | | 0095 715-05752 106.000 LFT | 42.00000 4452.00| 22.00000 2332.00| 40.00000 4240.00 PIPE, GROUP G-1, MIN. AREA 1.1 SQ. FT. | | | 0096 715-05753 500.000 LFT | 9.00000 4500.00| 6.50000 3250.00| 3.00000 1500.00 PIPE, DRAINTILE, CLASS HEAVY DUTY, 4 IN.| | | 0097 715-05754 118.000 LFT | 27.00000 3186.00| 26.50000 3127.00| 33.00000 3894.00 PIPE, GROUP D, 24 IN. | | | 0098 715-05764 1.000 EACH| 3600.00000 3600.00| 6500.00000 6500.00| 3500.00000 3500.00 AIR AND VACUUM RELEASE VALVE WITH VAULT | | | 0099 715-05766 2238.000 LFT | 8.00000 17904.00| 7.50000 16785.00| 6.20000 13875.60 FORCE MAIN, 4 IN. , PVC | | | 0100 715-13010 178.000 LFT | 22.00000 3916.00| 19.50000 3471.00| 21.50000 3827.00 PIPE, GROUP L, 12 IN. | | | 0101 715-13015 54.000 LFT | 22.00000 1188.00| 21.60000 1166.40| 27.00000 1458.00 PIPE, GROUP L, 15 IN. | | | 0102 715-13020 78.000 LFT | 24.00000 1872.00| 24.75000 1930.50| 26.00000 2028.00 PIPE, GROUP L, 18 IN. | | | 0103 715-13040 576.000 LFT | 36.00000 20736.00| 48.10000 27705.60| 39.00000 22464.00 PIPE, GROUP L, 36 IN. | | | 0104 715-15010 464.000 LFT | 16.00000 7424.00| 20.00000 9280.00| 25.00000 11600.00 PIPE, GROUP P, 12 IN. | | | 0105 715-15015 432.000 LFT | 17.00000 7344.00| 21.00000 9072.00| 25.60000 11059.20 PIPE, GROUP P, 15 IN. | | | 0106 715-15020 280.000 LFT | 20.00000 5600.00| 22.00000 6160.00| 17.30000 4844.00 PIPE, GROUP P, 18 IN. | | | 0107 715-15030 516.000 LFT | 25.00000 12900.00| 26.50000 13674.00| 30.25000 15609.00 PIPE, GROUP P, 24 IN. | | | 0108 715-39010 1114.000 LFT | 15.00000 16710.00| 21.00000 23394.00| 14.50000 16153.00 PIPE, SEWER, 8 IN. PVC | | | 0109 715-44240 51.600 CYS | 340.00000 17544.00| 650.00000 33540.00| 550.00000 28380.00 CONCRETE, A, STRUCTURES | | | 0110 715-44255 36985.000 LFT | 1.70000 62874.50| 2.00000 73970.00| 1.75000 64723.75 PIPE, GROUP K, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 715-46005 6.000 EACH| 155.00000 930.00| 200.00000 1200.00| 185.00000 1110.00 PIPE END SECTION, 15 IN. | | | 0112 715-46010 12.000 EACH| 210.00000 2520.00| 260.00000 3120.00| 200.00000 2400.00 PIPE END SECTION, 18 IN. | | | 0113 715-46020 7.000 EACH| 290.00000 2030.00| 320.00000 2240.00| 290.00000 2030.00 PIPE END SECTION, 24 IN. | | | 0114 715-46040 10.000 EACH| 565.00000 5650.00| 650.00000 6500.00| 525.00000 5250.00 PIPE END SECTION, 36 IN. | | | 0115 715-90052 LUMP| 80000.00000 80000.00| 68500.00000 68500.00| 95000.00000 95000.00 LIFT STATION COMPLETE | | | 0116 715-90814 4.000 EACH| 160.00000 640.00| 220.00000 880.00| 200.00000 800.00 PIPE END SECTION, 18 IN. X 11 IN. | | | 0117 715-99373 90.000 LFT | 23.00000 2070.00| 28.50000 2565.00| 31.00000 2790.00 PIPE, GROUP A, 24 IN. | | | 0118 718-03796 1350.000 LFT | 5.00000 6750.00| 6.75000 9112.50| 2.75000 3712.50 PIPE, CORRUGATED PLASTIC, NON | | | PERFORATED, 6IN. | | | 0119 718-52610 3043.000 CYS | 17.00000 51731.00| 20.00000 60860.00| 17.75000 54013.25 AGGREGATE FOR UNDERDRAINS , SIZE NO. 8 | | | 0120 718-97137 81.000 EACH| 240.00000 19440.00| 185.00000 14985.00| 200.00000 16200.00 OUTLET PROTECTOR, 6 IN. | | | 0121 718-97141 2186.000 LFT | 6.30000 13771.80| 9.00000 19674.00| 12.50000 27325.00 PIPE, PVC OUTLET, SCHEDULE 40, 6 IN. | | | 0122 718-99153 26384.000 SYS | 1.25000 32980.00| 0.95000 25064.80| 1.00000 26384.00 GEOTEXTILES FOR UNDERDRAIN | | | 0123 719-35070 1000.000 LFT | 10.00000 10000.00| 8.25000 8250.00| 4.00000 4000.00 PIPE, DRAINTILE, CLASS HEAVY DUTY, 6 IN.| | | 0124 719-35075 500.000 LFT | 11.00000 5500.00| 9.25000 4625.00| 4.00000 2000.00 PIPE, DRAINTILE, CLASS HEAVY DUTY, 8 IN.| | | 0125 719-35080 500.000 LFT | 14.00000 7000.00| 10.25000 5125.00| 7.00000 3500.00 PIPE, DRAINTILE, CLASS HEAVY DUTY, 10 | | | IN. | | | 0126 719-35085 500.000 LFT | 16.00000 8000.00| 12.25000 6125.00| 10.00000 5000.00 PIPE, DRAINTILE, CLASS HEAVY DUTY, 12 | | | IN. | | | 0127 719-35090 250.000 LFT | 18.00000 4500.00| 14.35000 3587.50| 12.00000 3000.00 PIPE, DRAINTILE, CLASS HEAVY DUTY, 15 | | | IN. | | | 0128 719-35095 250.000 LFT | 20.00000 5000.00| 18.15000 4537.50| 15.00000 3750.00 PIPE, DRAINTILE, CLASS HEAVY DUTY, 18 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 719-35105 250.000 LFT | 23.00000 5750.00| 30.50000 7625.00| 25.00000 6250.00 PIPE, DRAINTILE, CLASS HEAVY DUTY, 24 | | | IN. | | | 0130 720-04666 1.000 EACH| 940.00000 940.00| 550.00000 550.00| 1275.00000 1275.00 CATCH BASIN | | | 0131 720-04682 3.000 EACH| 3000.00000 9000.00| 3850.00000 11550.00| 1650.00000 4950.00 INLET | | | 0132 720-45005 3.000 EACH| 1575.00000 4725.00| 1280.00000 3840.00| 1400.00000 4200.00 INLET, A2 | | | 0133 720-45030 2.000 EACH| 1625.00000 3250.00| 1350.00000 2700.00| 1400.00000 2800.00 INLET, E7 | | | 0134 720-45045 5.000 EACH| 1790.00000 8950.00| 1535.00000 7675.00| 1650.00000 8250.00 INLET, J10 | | | 0135 720-45055 4.000 EACH| 1790.00000 7160.00| 1540.00000 6160.00| 1650.00000 6600.00 INLET, M10 | | | 0136 720-45145 1.000 EACH| 1790.00000 1790.00| 1550.00000 1550.00| 1900.00000 1900.00 INLET, J10, MODIFIED | | | 0137 720-45155 2.000 EACH| 1790.00000 3580.00| 1560.00000 3120.00| 1600.00000 3200.00 INLET, M10, MODIFIED | | | 0138 720-45235 1.000 EACH| 1630.00000 1630.00| 1350.00000 1350.00| 1500.00000 1500.00 CATCH BASIN, E7 | | | 0139 720-45410 16.000 EACH| 1880.00000 30080.00| 2700.00000 43200.00| 2450.00000 39200.00 MANHOLE, C4 | | | 0140 720-98174 2.000 EACH| 2370.00000 4740.00| 2725.00000 5450.00| 2100.00000 4200.00 INLET, B15 | | | 0141 720-98555 2.000 EACH| 2360.00000 4720.00| 2725.00000 5450.00| 2150.00000 4300.00 INLET, C15 | | | 0142 724-51925 96.000 LFT | 72.00000 6912.00| 100.00000 9600.00| 80.00000 7680.00 STRUCTURAL EXPANSION JOINT, SS | | | 0143 730-26730 2.000 EACH| 3150.00000 6300.00| 2810.00000 5620.00| 2950.00000 5900.00 GRATED BOX END SECTION, II, 4:1, 24 IN. | | | 0144 801-01350 2.000 EACH| 145.00000 290.00| 135.00000 270.00| 135.00000 270.00 TEMPORARY STOP SIGN | | | 0145 801-04308 8.000 EACH| 690.00000 5520.00| 650.00000 5200.00| 450.00000 3600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0146 801-06606 42.000 EACH| 265.00000 11130.00| 250.00000 10500.00| 250.00000 10500.00 BARRICADE, IIIB | | | 0147 801-06625 8.000 EACH| 90.00000 720.00| 85.00000 680.00| 85.00000 680.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0148 801-06640 74.000 EACH| 175.00000 12950.00| 165.00000 12210.00| 165.00000 12210.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 801-06643 17550.000 LFT | 1.00000 17550.00| 0.92000 16146.00| 0.92000 16146.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0150 801-06644 11675.000 LFT | 1.00000 11675.00| 0.92000 10741.00| 0.92000 10741.00 TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0151 802-02489 925.000 LFT | 10.00000 9250.00| 9.76000 9028.00| 9.25000 8556.25 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0152 802-76015 185.000 SFT | 26.50000 4902.50| 18.54000 3429.90| 18.00000 3330.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0153 802-76025 256.800 SFT | 18.00000 4622.40| 16.90000 4339.92| 14.60000 3749.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0154 802-76035 378.400 SFT | 20.00000 7568.00| 18.90000 7151.76| 14.80000 5600.32 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0155 802-76095 2404.000 LBS | 4.25000 10217.00| 3.61000 8678.44| 3.50000 8414.00 STRUCTURAL STEEL, BREAKAWAY | | | 0156 804-06770 69.000 EACH| 16.00000 1104.00| 18.00000 1242.00| 18.00000 1242.00 DELINEATOR POST | | | 0157 805-01815 8.000 EACH| 1380.00000 11040.00| 1340.00000 10720.00| 1300.00000 10400.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0158 805-01879 2.000 EACH| 425.00000 850.00| 412.00000 824.00| 400.00000 800.00 SIGNAL SERVICE, INSTALL | | | 0159 805-02328 6345.000 LFT | 0.30000 1903.50| 0.26000 1649.70| 0.25000 1586.25 SIGNAL CABLE, 1C 14GA. | | | 0160 805-06592 3895.000 LFT | 10.00000 38950.00| 9.27000 36106.65| 9.00000 35055.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0161 805-78109 2.000 EACH| 7600.00000 15200.00| 7365.00000 14730.00| 7150.00000 14300.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0162 805-78205 15.000 EACH| 400.00000 6000.00| 386.25000 5793.75| 375.00000 5625.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0163 805-78230 2.000 EACH| 595.00000 1190.00| 576.80000 1153.60| 560.00000 1120.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0164 805-78415 8.000 EACH| 1275.00000 10200.00| 1238.00000 9904.00| 1200.00000 9600.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 805-78420 8.000 EACH| 200.00000 1600.00| 206.00000 1648.00| 200.00000 1600.00 DISCONNECT HANGER | | | 0166 805-78467 110.000 LFT | 1.35000 148.50| 1.34000 147.40| 1.30000 143.00 SIGNAL CABLE, 3C 8GA. | | | 0167 805-78485 515.000 LFT | 0.85000 437.75| 0.82000 422.30| 0.80000 412.00 SIGNAL CABLE, 5C 14GA. | | | 0168 805-78490 1535.000 LFT | 1.10000 1688.50| 1.08000 1657.80| 1.05000 1611.75 SIGNAL CABLE, 7C 14GA. | | | 0169 805-78510 6710.000 LFT | 0.65000 4361.50| 0.68000 4562.80| 0.65000 4361.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0170 805-78520 LUMP| 70.00000 70.00| 1000.00000 1000.00| 65.50000 65.50 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0171 805-78785 19.000 EACH| 400.00000 7600.00| 414.00000 7866.00| 400.00000 7600.00 SIGNAL DETECTOR HOUSING | | | 0172 805-78795 2240.000 LFT | 7.00000 15680.00| 6.95000 15568.00| 6.75000 15120.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0173 805-78925 2.000 EACH| 600.00000 1200.00| 618.00000 1236.00| 600.00000 1200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0174 805-81032 8.000 EACH| 2700.00000 21600.00| 2626.50000 21012.00| 2550.00000 20400.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0175 805-92504 19.000 EACH| 210.00000 3990.00| 206.00000 3914.00| 200.00000 3800.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0176 807-78590 23.000 EACH| 635.00000 14605.00| 620.00000 14260.00| 600.00000 13800.00 HANDHOLE | | | 0177 808-01153 6055.000 LFT | 0.21000 1271.55| 0.20000 1211.00| 0.20000 1211.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 4 IN. | | | 0178 808-01154 3620.000 LFT | 0.21000 760.20| 0.20000 724.00| 0.20000 724.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 4 IN. | | | 0179 808-01804 216.000 LFT | 8.50000 1836.00| 7.92000 1710.72| 7.92000 1710.72 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0180 808-03179 9.000 EACH| 200.00000 1800.00| 197.00000 1773.00| 197.00000 1773.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0181 808-04298 2.000 EACH| 310.00000 620.00| 295.00000 590.00| 295.00000 590.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0182 808-06703 4302.000 LFT | 0.38000 1634.76| 0.36000 1548.72| 0.36000 1548.72 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0183 808-06713 38403.000 LFT | 0.06000 2304.18| 0.06000 2304.18| 0.06000 2304.18 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0184 808-06716 15182.000 LFT | 0.64000 9716.48| 0.60000 9109.20| 0.60000 9109.20 LINE, REMOVE | | | 0185 808-75051 1354.000 LFT | 1.20000 1624.80| 1.15000 1557.10| 1.15000 1557.10 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0186 808-75054 10506.000 LFT | 1.15000 12081.90| 1.10000 11556.60| 1.10000 11556.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0187 808-75063 366.000 LFT | 1.60000 585.60| 1.50000 549.00| 1.50000 549.00 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 4 IN. | | | 0188 808-75067 130.000 LFT | 8.40000 1092.00| 7.92000 1029.60| 7.92000 1029.60 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0189 808-75071 9.000 EACH| 170.00000 1530.00| 160.00000 1440.00| 160.00000 1440.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0190 808-75240 1837.000 LFT | 0.32000 587.84| 0.30000 551.10| 0.30000 551.10 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0191 808-75245 37918.000 LFT | 0.32000 12133.76| 0.30000 11375.40| 0.30000 11375.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0192 808-75278 250.000 LFT | 2.00000 500.00| 1.90000 475.00| 1.90000 475.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0193 808-75290 765.000 LFT | 3.00000 2295.00| 2.90000 2218.50| 2.90000 2218.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0194 808-75297 458.000 LFT | 3.00000 1374.00| 2.90000 1328.20| 2.90000 1328.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0195 808-75320 31.000 EACH| 53.00000 1643.00| 50.00000 1550.00| 50.00000 1550.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0196 808-75325 28.000 EACH| 69.00000 1932.00| 65.00000 1820.00| 65.00000 1820.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0197 808-75998 736.000 EACH| 30.00000 22080.00| 28.00000 20608.00| 28.00000 20608.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1134435 |(3) 35-0958970 |BLANKENBERGER BROTHERS, INC.|FOERTSCH CONSTRUCTION COMPAN|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0198 900-01925 18.000 MOS | 1000.00000 18000.00| 1400.00000 25200.00| 1525.00000 27450.00 FIELD OFFICE, 550 SQ FT | | | 0199 920-06775 LUMP| 30300.00000 30300.00| 50000.00000 50000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0200 930-06845 LUMP| 70000.00000 70000.00| 126000.00000 126000.00| 135000.00000 135000.00 CONSTRUCTION ENGINEERING | | | 0201 940-01001 LUMP| 316000.00000 316000.00| 314000.00000 314000.00| 333000.00000 333000.00 MOBILIZATION AND DEMOBILIZATION | | | 0202 213-52830 390.000 CYS | 70.21000 27381.90| 105.00000 40950.00| 215.00000 83850.00 FLOWABLE MORTAR | | | SECTION TOTALS | $ 6,324,419.16| $ 6,583,131.44| $ 6,711,533.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,324,419.16| $ 6,583,131.44| $ 6,711,533.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 201-52370 LUMP| 65700.00000 65700.00| | CLEARING RIGHT OF WAY | | | 0002 202-02241 1132.000 LFT | 2.70000 3056.40| | GUARDRAIL, REMOVE | | | 0003 202-02271 4.000 EACH| 1250.00000 5000.00| | HEADWALL, REMOVE | | | 0004 202-91385 1.000 EACH| 435.00000 435.00| | INLET, REMOVE | | | 0005 203-02020 104226.000 CYS | 4.30000 448171.80| | EXCAVATION, UNCLASSIFIED | | | 0006 203-02045 23542.000 CYS | 2.75000 64740.50| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0007 203-02070 84037.000 CYS | 3.95000 331946.15| | BORROW | | | 0008 205-02224 2540.000 LFT | 1.60000 4064.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 1328.000 LFT | 2.50000 3320.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02232 400.000 CYS | 8.00000 3200.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0011 205-02236 12.000 EACH| 55.00000 660.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 205-02237 16.000 EACH| 32.00000 512.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 211-02060 5308.000 CYS | 19.50000 103506.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 19833.500 TON | 10.60000 210235.10| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 303-52309 8435.400 TON | 10.60000 89415.24| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0016 303-60910 31.000 TON | 22.00000 682.00| | COMPACTED AGGREGATE FOR SURFACE, 0 , | | | SIZE NO. 73 | | | 0017 303-98541 111.500 TON | 36.00000 4014.00| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 304-04403 2128.900 CYS | 30.00000 63867.00| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0019 305-05206 2090.000 TON | 32.00000 66880.00| | WIDENING WITH HMA | | | 0020 305-60400 3.000 TON | 55.00000 165.00| | COMPACTED AGGREGATE FOR PATCHING | | | 0021 401-05437 16519.900 TON | 31.00000 512116.90| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 7657.600 TON | 33.00000 252700.80| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 3450.000 TON | 44.00000 151800.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 401-05459 5999.100 TON | 31.00000 185972.10| | QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0025 402-05470 8246.100 TON | 24.00000 197906.40| | HMA BASE C25.0 mm, MAINLINE | | | 0026 402-05475 181.300 TON | 29.00000 5257.70| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0027 402-05483 1396.000 TON | 33.00000 46068.00| | HMA BASE C25.0 mm, SHOULDER | | | 0028 404-05511 36358.500 SYS | 0.90000 32722.65| | SEAL COAT, 2 | | | 0029 405-05517 53.100 TON | 300.00000 15930.00| | ASPHALT FOR PRIME COAT | | | 0030 406-05520 53.100 TON | 120.00000 6372.00| | ASPHALT FOR TACK COAT | | | 0031 501-02400 LUMP| 4500.00000 4500.00| | PROFILOGRAPH | | | 0032 501-03489 933.000 EACH| 12.50000 11662.50| | TIE BAR, RETROFIT | | | 0033 501-04010 17.000 SYS | 235.00000 3995.00| | CEMENT CONCRETE PAVEMENT FOR PATCHING | | | 0034 501-05090 217.500 SYS | 56.42000 12271.35| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0035 501-05170 4908.700 SYS | 34.70000 170331.89| | CEMENT CONCRETE PAVEMENT, PLAIN, 9 IN. | | | 0036 501-05180 2941.700 SYS | 36.65000 107813.31| | CEMENT CONCRETE PAVEMENT, PLAIN, 10 IN. | | | 0037 501-05240 3532.700 LFT | 7.85000 27731.70| | CONTRACTION JOINT, D1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 501-05290 1498.000 LBS | 1.00000 1498.00| | REINFORCING STEEL, PAVEMENT | | | 0039 501-51940 35.000 LFT | 14.30000 500.50| | PREFORMED JOINT MATERIAL, 1 IN. | | | 0040 601-01522 6.000 EACH| 1125.00000 6750.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-01626 4.000 EACH| 1740.00000 6960.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0042 601-94689 6.000 EACH| 3200.00000 19200.00| | GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 6188.500 LFT | 8.40000 51983.40| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0044 602-06729 74.000 EACH| 6.00000 444.00| | BARRIER DELINEATOR | | | 0045 603-06040 26215.000 LFT | 3.45000 90441.75| | FENCE, FARM FIELD, 47 IN. | | | 0046 603-98332 2.000 EACH| 730.00000 1460.00| | FENCE GATE, CHAIN LINK, 48 IN. X 7 FT. | | | 0047 605-06100 2245.000 LFT | 9.30000 20878.50| | CURB, INTEGRAL, C, CONCRETE | | | 0048 605-06120 43.000 LFT | 22.00000 946.00| | CURB, CONCRETE | | | 0049 605-06150 807.000 LFT | 11.55000 9320.85| | CURB AND GUTTER, C, CONCRETE | | | 0050 607-06185 90.000 LFT | 22.00000 1980.00| | GUTTER, REINFORCED CONCRETE | | | 0051 610-05527 1695.900 TON | 47.00000 79707.30| | HMA FOR APPROACHES | | | 0052 611-05330 805.000 SYS | 29.95000 24109.75| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0053 611-06497 8.000 EACH| 160.00000 1280.00| | MAILBOX ASSEMBLY, SINGLE | | | 0054 611-06498 1.000 EACH| 185.00000 185.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0055 611-95728 635.000 SYS | 32.45000 20605.75| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0056 615-06490 167.000 EACH| 99.00000 16533.00| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 615-06505 9.000 EACH| 315.00000 2835.00| | MONUMENT, B | | | 0058 615-06510 5.000 EACH| 330.00000 1650.00| | MONUMENT, C | | | 0059 615-06515 4.000 EACH| 110.00000 440.00| | MONUMENT, D | | | 0060 615-06527 17.000 EACH| 235.00000 3995.00| | MONUMENT, SECTION CORNER | | | 0061 616-02320 7469.000 SYS | 1.85000 13817.65| | GEOTEXTILES | | | 0062 616-03472 4576.000 TON | 15.00000 68640.00| | RIPRAP, REVEMENT 18 IN. | | | 0063 621-01004 4.000 EACH| 500.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-02356 40.700 LBS | 32.00000 1302.40| | SEEDING, WETLAND | | | 0065 621-06545 11.700 TON | 400.00000 4680.00| | FERTILIZER | | | 0066 621-06553 4140.400 LBS | 3.50000 14491.40| | SEED MIXTURE, R | | | 0067 621-06557 1897.900 LBS | 5.00000 9489.50| | SEED MIXTURE, T | | | 0068 621-06567 63.500 MG | 2.00000 127.00| | WATER | | | 0069 621-06575 19254.000 SYS | 3.10000 59687.40| | SODDING, NURSERY | | | 0070 621-98503 94.100 TON | 250.00000 23525.00| | MULCH MATERIAL | | | 0071 622-01937 970.000 EACH| 10.00000 9700.00| | PLANT , EMERGENT WETLAND | | | 0072 622-91786 6020.000 EACH| 10.00000 60200.00| | SEEDLING | | | 0073 702-51005 11.600 CYS | 650.00000 7540.00| | CONCRETE, A, SUBSTRUCTURE | | | 0074 702-51015 321.000 CYS | 225.00000 72225.00| | CONCRETE, B, FOOTINGS | | | 0075 702-51100 1456.000 LBS | 4.50000 6552.00| | DRAIN PIPE, CAST IRON, 6 IN. | | | 0076 702-51110 4508.000 LBS | 2.50000 11270.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 702-90915 7.300 CYS | 400.00000 2920.00| | CONCRETE, A | | | 0078 702-90915 2.000 CYS | 1000.00000 2000.00| | CONCRETE, A , ENCASEMENT | | | 0079 703-51030 25334.000 LBS | 0.50000 12667.00| | REINFORCING STEEL | | | 0080 703-96177 338557.000 LBS | 0.55000 186206.35| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0081 704-51002 1268.900 CYS | 415.00000 526593.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-05732 4.000 EACH| 1100.00000 4400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0083 706-51020 140.500 CYS | 400.00000 56200.00| | CONCRETE, C, RAILING | | | 0084 707-51045 LUMP| 521265.50000 521265.50| | CONCRETE STRUCTURAL MEMBERS | | | 0085 709-51821 LUMP| 18500.00000 18500.00| | SURFACE SEAL | | | 0086 714-05765 360.000 LFT | 450.00000 162000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 10 FT. | | | 0087 714-26712 52.000 LFT | 430.00000 22360.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 6 FT. | | | 0088 714-94664 56.000 LFT | 240.00000 13440.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 3 FT. | | | 0089 715-01029 140.000 LFT | 65.00000 9100.00| | PIPE, GROUP A, 48 IN. | | | 0090 715-03149 155.000 LFT | 23.00000 3565.00| | PIPE, GROUP D, 15 IN. | | | 0091 715-03153 492.000 LFT | 32.00000 15744.00| | PIPE, GROUP D, 18 IN. | | | 0092 715-03382 2.000 EACH| 310.00000 620.00| | PIPE END SECTION, 22 IN. X 13 IN. | | | 0093 715-04475 417.000 LFT | 43.50000 18139.50| | PIPE, GROUP A, 36 IN. | | | 0094 715-04476 32.000 LFT | 47.50000 1520.00| | PIPE, GROUP G-1, MIN. AREA 1.8 SQ. FT. | | | 0095 715-05752 106.000 LFT | 40.00000 4240.00| | PIPE, GROUP G-1, MIN. AREA 1.1 SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 715-05753 500.000 LFT | 3.00000 1500.00| | PIPE, DRAINTILE, CLASS HEAVY DUTY, 4 IN.| | | 0097 715-05754 118.000 LFT | 33.00000 3894.00| | PIPE, GROUP D, 24 IN. | | | 0098 715-05764 1.000 EACH| 3500.00000 3500.00| | AIR AND VACUUM RELEASE VALVE WITH VAULT | | | 0099 715-05766 2238.000 LFT | 6.20000 13875.60| | FORCE MAIN, 4 IN. , PVC | | | 0100 715-13010 178.000 LFT | 21.50000 3827.00| | PIPE, GROUP L, 12 IN. | | | 0101 715-13015 54.000 LFT | 27.00000 1458.00| | PIPE, GROUP L, 15 IN. | | | 0102 715-13020 78.000 LFT | 26.00000 2028.00| | PIPE, GROUP L, 18 IN. | | | 0103 715-13040 576.000 LFT | 39.00000 22464.00| | PIPE, GROUP L, 36 IN. | | | 0104 715-15010 464.000 LFT | 25.00000 11600.00| | PIPE, GROUP P, 12 IN. | | | 0105 715-15015 432.000 LFT | 25.60000 11059.20| | PIPE, GROUP P, 15 IN. | | | 0106 715-15020 280.000 LFT | 17.30000 4844.00| | PIPE, GROUP P, 18 IN. | | | 0107 715-15030 516.000 LFT | 30.25000 15609.00| | PIPE, GROUP P, 24 IN. | | | 0108 715-39010 1114.000 LFT | 14.50000 16153.00| | PIPE, SEWER, 8 IN. PVC | | | 0109 715-44240 51.600 CYS | 650.00000 33540.00| | CONCRETE, A, STRUCTURES | | | 0110 715-44255 36985.000 LFT | 1.75000 64723.75| | PIPE, GROUP K, 6 IN. | | | 0111 715-46005 6.000 EACH| 185.00000 1110.00| | PIPE END SECTION, 15 IN. | | | 0112 715-46010 12.000 EACH| 200.00000 2400.00| | PIPE END SECTION, 18 IN. | | | 0113 715-46020 7.000 EACH| 290.00000 2030.00| | PIPE END SECTION, 24 IN. | | | 0114 715-46040 10.000 EACH| 525.00000 5250.00| | PIPE END SECTION, 36 IN. | | | 0115 715-90052 LUMP| 80000.00000 80000.00| | LIFT STATION COMPLETE | | | 0116 715-90814 4.000 EACH| 200.00000 800.00| | PIPE END SECTION, 18 IN. X 11 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 715-99373 90.000 LFT | 31.00000 2790.00| | PIPE, GROUP A, 24 IN. | | | 0118 718-03796 1350.000 LFT | 2.75000 3712.50| | PIPE, CORRUGATED PLASTIC, NON | | | PERFORATED, 6IN. | | | 0119 718-52610 3043.000 CYS | 17.75000 54013.25| | AGGREGATE FOR UNDERDRAINS , SIZE NO. 8 | | | 0120 718-97137 81.000 EACH| 200.00000 16200.00| | OUTLET PROTECTOR, 6 IN. | | | 0121 718-97141 2186.000 LFT | 12.50000 27325.00| | PIPE, PVC OUTLET, SCHEDULE 40, 6 IN. | | | 0122 718-99153 26384.000 SYS | 1.00000 26384.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0123 719-35070 1000.000 LFT | 4.00000 4000.00| | PIPE, DRAINTILE, CLASS HEAVY DUTY, 6 IN.| | | 0124 719-35075 500.000 LFT | 4.00000 2000.00| | PIPE, DRAINTILE, CLASS HEAVY DUTY, 8 IN.| | | 0125 719-35080 500.000 LFT | 7.00000 3500.00| | PIPE, DRAINTILE, CLASS HEAVY DUTY, 10 | | | IN. | | | 0126 719-35085 500.000 LFT | 10.00000 5000.00| | PIPE, DRAINTILE, CLASS HEAVY DUTY, 12 | | | IN. | | | 0127 719-35090 250.000 LFT | 12.00000 3000.00| | PIPE, DRAINTILE, CLASS HEAVY DUTY, 15 | | | IN. | | | 0128 719-35095 250.000 LFT | 15.00000 3750.00| | PIPE, DRAINTILE, CLASS HEAVY DUTY, 18 | | | IN. | | | 0129 719-35105 250.000 LFT | 25.00000 6250.00| | PIPE, DRAINTILE, CLASS HEAVY DUTY, 24 | | | IN. | | | 0130 720-04666 1.000 EACH| 1275.00000 1275.00| | CATCH BASIN | | | 0131 720-04682 3.000 EACH| 1650.00000 4950.00| | INLET | | | 0132 720-45005 3.000 EACH| 1400.00000 4200.00| | INLET, A2 | | | 0133 720-45030 2.000 EACH| 1400.00000 2800.00| | INLET, E7 | | | 0134 720-45045 5.000 EACH| 1650.00000 8250.00| | INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 720-45055 4.000 EACH| 1650.00000 6600.00| | INLET, M10 | | | 0136 720-45145 1.000 EACH| 1900.00000 1900.00| | INLET, J10, MODIFIED | | | 0137 720-45155 2.000 EACH| 1600.00000 3200.00| | INLET, M10, MODIFIED | | | 0138 720-45235 1.000 EACH| 1500.00000 1500.00| | CATCH BASIN, E7 | | | 0139 720-45410 16.000 EACH| 2450.00000 39200.00| | MANHOLE, C4 | | | 0140 720-98174 2.000 EACH| 2100.00000 4200.00| | INLET, B15 | | | 0141 720-98555 2.000 EACH| 2150.00000 4300.00| | INLET, C15 | | | 0142 724-51925 96.000 LFT | 100.00000 9600.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0143 730-26730 2.000 EACH| 2950.00000 5900.00| | GRATED BOX END SECTION, II, 4:1, 24 IN. | | | 0144 801-01350 2.000 EACH| 125.00000 250.00| | TEMPORARY STOP SIGN | | | 0145 801-04308 8.000 EACH| 400.00000 3200.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0146 801-06606 42.000 EACH| 175.00000 7350.00| | BARRICADE, IIIB | | | 0147 801-06625 8.000 EACH| 110.00000 880.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0148 801-06640 74.000 EACH| 125.00000 9250.00| | CONSTRUCTION SIGN, A | | | 0149 801-06643 17550.000 LFT | 1.10000 19305.00| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0150 801-06644 11675.000 LFT | 1.10000 12842.50| | TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0151 802-02489 925.000 LFT | 9.25000 8556.25| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0152 802-76015 185.000 SFT | 18.00000 3330.00| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0153 802-76025 256.800 SFT | 14.60000 3749.28| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 802-76035 378.400 SFT | 14.80000 5600.32| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0155 802-76095 2404.000 LBS | 3.50000 8414.00| | STRUCTURAL STEEL, BREAKAWAY | | | 0156 804-06770 69.000 EACH| 15.00000 1035.00| | DELINEATOR POST | | | 0157 805-01815 8.000 EACH| 1300.00000 10400.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0158 805-01879 2.000 EACH| 400.00000 800.00| | SIGNAL SERVICE, INSTALL | | | 0159 805-02328 6345.000 LFT | 0.25000 1586.25| | SIGNAL CABLE, 1C 14GA. | | | 0160 805-06592 3895.000 LFT | 9.00000 35055.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0161 805-78109 2.000 EACH| 7150.00000 14300.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0162 805-78205 15.000 EACH| 375.00000 5625.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0163 805-78230 2.000 EACH| 560.00000 1120.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0164 805-78415 8.000 EACH| 1200.00000 9600.00| | SPAN, CATENARY, AND TETHER | | | 0165 805-78420 8.000 EACH| 200.00000 1600.00| | DISCONNECT HANGER | | | 0166 805-78467 110.000 LFT | 1.30000 143.00| | SIGNAL CABLE, 3C 8GA. | | | 0167 805-78485 515.000 LFT | 0.80000 412.00| | SIGNAL CABLE, 5C 14GA. | | | 0168 805-78490 1535.000 LFT | 1.05000 1611.75| | SIGNAL CABLE, 7C 14GA. | | | 0169 805-78510 6710.000 LFT | 0.65000 4361.50| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0170 805-78520 LUMP| 65.50000 65.50| | MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0171 805-78785 19.000 EACH| 400.00000 7600.00| | SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 805-78795 2240.000 LFT | 6.75000 15120.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0173 805-78925 2.000 EACH| 600.00000 1200.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0174 805-81032 8.000 EACH| 2550.00000 20400.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0175 805-92504 19.000 EACH| 200.00000 3800.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0176 807-78590 23.000 EACH| 600.00000 13800.00| | HANDHOLE | | | 0177 808-01153 6055.000 LFT | 0.28000 1695.40| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 4 IN. | | | 0178 808-01154 3620.000 LFT | 0.28000 1013.60| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 4 IN. | | | 0179 808-01804 216.000 LFT | 8.95000 1933.20| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0180 808-03179 9.000 EACH| 169.50000 1525.50| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0181 808-04298 2.000 EACH| 375.00000 750.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0182 808-06703 4302.000 LFT | 0.26000 1118.52| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0183 808-06713 38403.000 LFT | 0.05000 1920.15| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0184 808-06716 15182.000 LFT | 0.70000 10627.40| | LINE, REMOVE | | | 0185 808-75051 1354.000 LFT | 1.15000 1557.10| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0186 808-75054 10506.000 LFT | 1.15000 12081.90| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0187 808-75063 366.000 LFT | 1.15000 420.90| | LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 4 IN. | | | 0188 808-75067 130.000 LFT | 8.95000 1163.50| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 180 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,506,303.85 ROUTE : S.R. 162 CALL ORDER : 180 CONTRACT ID : R -24317-A COUNTIES : DUBOIS LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTRUCTI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 808-75071 9.000 EACH| 145.50000 1309.50| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0190 808-75240 1837.000 LFT | 0.26000 477.62| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0191 808-75245 37918.000 LFT | 0.26000 9858.68| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0192 808-75278 250.000 LFT | 1.47000 367.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0193 808-75290 765.000 LFT | 2.93000 2241.45| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0194 808-75297 458.000 LFT | 2.93000 1341.94| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0195 808-75320 31.000 EACH| 50.00000 1550.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0196 808-75325 28.000 EACH| 70.00000 1960.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0197 808-75998 736.000 EACH| 26.50000 19504.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0198 900-01925 18.000 MOS | 1200.00000 21600.00| | FIELD OFFICE, 550 SQ FT | | | 0199 920-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0200 930-06845 LUMP| 75000.00000 75000.00| | CONSTRUCTION ENGINEERING | | | 0201 940-01001 LUMP| 345000.00000 345000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0202 213-52830 390.000 CYS | 200.00000 78000.00| | FLOWABLE MORTAR | | | SECTION TOTALS | $ 6,929,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,929,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 182 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 182 CONTRACT ID : R -24319-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 5,283,258.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 184 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 56th ST CALL ORDER : 184 CONTRACT ID : R -24321-A COUNTIES : MARION LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/31/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9995755 E & B PAVING/GRADEX/WEDDLE J/V $ 14,443,028.26 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 14,635,109.92 101.3299% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 14,837,151.75 102.7288% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 15,384,888.14 106.5212% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 187 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,338.89 ROUTE : SR 62; SR 69 CALL ORDER : 187 CONTRACT ID : R -24325-A COUNTIES : POSEY WARRICK LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/01/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 012-3(K) 0005-2(K) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-1183992 STREET'S TREE TRIMMING & REMOVAL $ 27,237.68 100.0000% 2 35-1763075 NAAS BROTHERS TRUCKING, INC. $ 27,459.21 100.8133% 3 35-1284120 KOBERSTEIN TRUCKING, INC. $ 29,345.53 107.7387% 4 35-1115135 PARKER, D.K. COMPANY, INC. $ 34,137.10 125.3304% 5 35-1636776 LINKEL COMPANY $ 49,000.00 179.8978% ==================================================================================================================================== |(1) 37-1183992 |(2) 35-1763075 |(3) 35-1284120 |STREET'S TREE TRIMMING & REM|NAAS BROTHERS TRUCKING, INC.|KOBERSTEIN TRUCKING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 202-03000 LUMP| 4500.00000 4500.00| 2093.30000 2093.30| 2660.00000 2660.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 114 | | | 0002 202-03000 LUMP| 8500.00000 8500.00| 7200.00000 7200.00| 4390.00000 4390.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 126 | | | 0003 202-03000 LUMP| 8500.00000 8500.00| 14870.00000 14870.00| 17905.00000 17905.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 152 | | | 0004 202-03135 14.860 m2 | 1.93000 28.68| 70.66000 1050.01| 23.00000 341.78 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0005 621-01004 3.000 EACH| 700.00000 2100.00| 300.00000 900.00| 200.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 1.800 Mg | 496.00000 892.80| 300.00000 540.00| 495.00000 891.00 FERTILIZER | | | 0007 621-06553 135.900 kg | 8.00000 1087.20| 3.00000 407.70| 7.50000 1019.25 SEED MIXTURE, R | | | 0008 621-06565 3.620 Mg | 450.00000 1629.00| 110.00000 398.20| 425.00000 1538.50 MULCHING MATERIAL | | | SECTION TOTALS | $ 27,237.68| $ 27,459.21| $ 29,345.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,237.68| $ 27,459.21| $ 29,345.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 187 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,338.89 ROUTE : SR 62; SR 69 CALL ORDER : 187 CONTRACT ID : R -24325-A COUNTIES : POSEY WARRICK LETTING DATE : 04/20/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1115135 |(5) 35-1636776 | |PARKER, D.K. COMPANY, INC. |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 202-03000 LUMP| 3000.00000 3000.00| 3908.60000 3908.60| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 114 | | | 0002 202-03000 LUMP| 4900.00000 4900.00| 11395.00000 11395.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 126 | | | 0003 202-03000 LUMP| 17500.00000 17500.00| 24900.00000 24900.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 152 | | | 0004 202-03135 14.860 m2 | 200.00000 2972.00| 150.00000 2229.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0005 621-01004 3.000 EACH| 400.00000 1200.00| 780.00000 2340.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 1.800 Mg | 650.00000 1170.00| 588.00000 1058.40| FERTILIZER | | | 0007 621-06553 135.900 kg | 9.00000 1223.10| 10.00000 1359.00| SEED MIXTURE, R | | | 0008 621-06565 3.620 Mg | 600.00000 2172.00| 500.00000 1810.00| MULCHING MATERIAL | | | SECTION TOTALS | $ 34,137.10| $ 49,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 34,137.10| $ 49,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 195 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,748,518.34 ROUTE : 38 CALL ORDER : 195 CONTRACT ID : R -24373-A COUNTIES : HAMILTON MADISON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/10/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : STP-3829(004) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,359,583.08 100.0000% ==================================================================================================================================== |(1) 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 ROAD REHABILITATION | | | 0001 105-01925 12.000 MOS | 2000.00000 24000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 28500.00000 28500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 165000.00000 165000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 25000.00000 25000.00| | CLEARING AND GRUBBING ,TREE REMOVAL | | | 0005 202-02271 10.000 EACH| 275.00000 2750.00| | HEADWALL, REMOVE | | | 0006 202-51330 LUMP| 40000.00000 40000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 63705.000 m2 | 0.85000 54149.25| | SURFACE MILLING, ASPHALT ,25mm Mainline | | | 0008 202-60820 4165.000 m2 | 1.40000 5831.00| | SURFACE MILLING, ASPHALT ,50mm Mainline | | | 0009 202-60820 4065.000 m2 | 3.25000 13211.25| | SURFACE MILLING, ASPHALT ,75mm Mainline | | | & 75 to 125mm Incidental- | | | 0010 202-60820 3320.000 m2 | 3.55000 11786.00| | SURFACE MILLING, ASPHALT ,Termini & | | | Approaches | | | 0011 202-96133 135.000 m | 22.00000 2970.00| | PIPE, REMOVE | | | 0012 203-02000 533.000 m3 | 30.00000 15990.00| | EXCAVATION, COMMON | | | 0013 203-02070 6327.000 m3 | 8.00000 50616.00| | BORROW | | | 0014 205-02229 30.000 m | 13.00000 390.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 195 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,748,518.34 ROUTE : 38 CALL ORDER : 195 CONTRACT ID : R -24373-A COUNTIES : HAMILTON MADISON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 174.100 m3 | 30.00000 5223.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 8900.000 Mg | 8.50000 75650.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 303-52309 1950.000 Mg | 21.00000 40950.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0018 303-60012 1000.000 Mg | 27.14000 27140.00| | AGGREGATE, 2 | | | 0019 303-94433 300.000 m3 | 53.34000 16002.00| | AGGREGATE, 12 | | | 0020 305-05204 9011.000 Mg | 61.00000 549671.00| | HMA FOR PATCHING | | | 0021 305-05731 8840.000 Mg | 38.10000 336804.00| | WIDENING WITH QC/QA HMA | | | 0022 401-05455 11495.000 Mg | 38.35000 440833.25| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 5840.000 Mg | 42.10000 245864.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 401-05459 6215.000 Mg | 38.10000 236791.50| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0025 401-05464 2145.000 Mg | 40.10000 86014.50| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0026 402-05495 300.000 Mg | 47.60000 14280.00| | HMA WEDGE AND LEVEL | | | 0027 404-05511 13110.000 m2 | 1.00000 13110.00| | SEAL COAT, 2 | | | 0028 405-05517 135.000 Mg | 200.00000 27000.00| | ASPHALT FOR PRIME COAT | | | 0029 406-05520 60.000 Mg | 300.00000 18000.00| | ASPHALT FOR TACK COAT | | | 0030 501-02400 LUMP| 8500.00000 8500.00| | PROFILOGRAPH | | | 0031 601-94689 4.000 EACH| 2930.00000 11720.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH| 1925.00000 1925.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99132 4.000 EACH| 60.00000 240.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0034 603-02285 2.000 EACH| 150.00000 300.00| | POST, PULL, FARM FIELD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 195 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,748,518.34 ROUTE : 38 CALL ORDER : 195 CONTRACT ID : R -24373-A COUNTIES : HAMILTON MADISON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 603-06040 30.000 m | 19.00000 570.00| | FENCE, FARM FIELD, 1190 mm | | | 0036 605-06120 215.000 m | 50.00000 10750.00| | CURB, CONCRETE | | | 0037 610-05527 2940.000 Mg | 56.10000 164934.00| | HMA FOR APPROACHES | | | 0038 611-06497 63.000 EACH| 90.00000 5670.00| | MAILBOX ASSEMBLY, SINGLE | | | 0039 611-06498 4.000 EACH| 105.00000 420.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0040 615-06525 1.000 EACH| 550.00000 550.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0041 616-02320 98.000 m2 | 3.81000 373.38| | GEOTEXTILES | | | 0042 616-05688 30.000 Mg | 57.14000 1714.20| | RIPRAP, CLASS 1 | | | 0043 616-06451 67.000 Mg | 38.50000 2579.50| | RIPRAP, UNIFORM | | | 0044 621-01004 4.000 EACH| 600.00000 2400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06559 46750.000 m2 | 0.36000 16830.00| | MULCHED SEEDING, R | | | 0046 621-06570 628.000 m3 | 22.00000 13816.00| | TOP SOIL | | | 0047 621-06574 400.000 m2 | 2.95000 1180.00| | SODDING | | | 0048 621-06575 5953.000 m2 | 2.95000 17561.35| | SODDING, NURSERY | | | 0049 622-05649 23.000 EACH| 225.00000 5175.00| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0050 702-90915 68.400 m3 | 495.24000 33874.42| | CONCRETE, A | | | 0051 703-90976 5445.200 kg | 2.58000 14048.62| | REINFORCING STEEL, GRADE 60 | | | 0052 714-06170 6.400 m | 2139.05000 13689.92| | CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTIONS, 1830 | | | mm X 1370 mm | | | 0053 714-06171 17.200 m | 3278.10000 56383.32| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 54OO mm X 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 195 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,748,518.34 ROUTE : 38 CALL ORDER : 195 CONTRACT ID : R -24373-A COUNTIES : HAMILTON MADISON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 714-06172 17.200 m | 3204.76000 55121.87| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1200 mm | | | 0055 714-26724 17.200 m | 2014.29000 34645.79| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0056 715-05021 180.000 m | 96.20000 17316.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05048 10.000 m | 95.21000 952.10| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0058 715-05052 8.000 m | 97.13000 777.04| | PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0059 715-05118 3.700 m | 114.03000 421.91| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0060 715-05119 4.000 m | 120.34000 481.36| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0061 715-05121 1.200 m | 144.08000 172.90| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0062 715-05149 20.000 m | 85.25000 1705.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 20.000 m | 91.95000 1839.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05152 20.000 m | 97.26000 1945.20| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0065 715-05153 22.000 m | 102.04000 2244.88| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0066 715-05154 50.500 m | 100.91000 5095.96| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0067 715-05208 2.000 m | 319.92000 639.84| | PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0068 715-05209 2.000 m | 331.14000 662.28| | PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0069 715-05211 2.000 m | 350.83000 701.66| | PIPE, TYPE 4, CIRCULAR, 525 mm | | | 0070 715-05212 2.000 m | 350.83000 701.66| | PIPE, TYPE 4, CIRCULAR, 600 mm | | | 0071 715-46000 6.000 EACH| 470.31000 2821.86| | PIPE END SECTION, 300 mm | | | 0072 715-46005 32.000 EACH| 377.48000 12079.36| | PIPE END SECTION, 375 mm | | | 0073 715-46010 2.000 EACH| 386.28000 772.56| | PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 195 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,748,518.34 ROUTE : 38 CALL ORDER : 195 CONTRACT ID : R -24373-A COUNTIES : HAMILTON MADISON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 720-45410 3.000 EACH| 1650.00000 4950.00| | MANHOLE, C4 | | | 0075 720-45410 1.000 EACH| 1650.00000 1650.00| | MANHOLE, C4 , MODIFIED | | | 0076 720-95310 2.000 EACH| 2640.00000 5280.00| | INLET, P12A, MODIFIED | | | 0077 801-04308 16.000 EACH| 280.00000 4480.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06049 1881.000 m | 1.10000 2069.10| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0079 801-06605 32.000 EACH| 145.00000 4640.00| | BARRICADE, IIIA | | | 0080 801-06606 16.000 EACH| 175.00000 2800.00| | BARRICADE, IIIB | | | 0081 801-06625 18.000 EACH| 95.00000 1710.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0082 801-06640 74.000 EACH| 125.00000 9250.00| | CONSTRUCTION SIGN, A | | | 0083 801-06643 1031.000 m | 4.95000 5103.45| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0084 801-06644 9.000 m | 11.00000 99.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0085 801-06647 9.000 m | 5.50000 49.50| | TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0086 801-06710 180.000 DAY | 1.00000 180.00| | FLASHING ARROW SIGN | | | 0087 801-06775 LUMP| 185000.00000 185000.00| | MAINTAINING TRAFFIC | | | 0088 804-06770 36.000 EACH| 15.00000 540.00| | DELINEATOR POST | | | 0089 808-06702 123.000 m | 1.00000 123.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0090 808-06703 20616.000 m | 0.73000 15049.68| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0091 808-75240 1718.000 m | 0.73000 1254.14| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 195 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,748,518.34 ROUTE : 38 CALL ORDER : 195 CONTRACT ID : R -24373-A COUNTIES : HAMILTON MADISON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 808-75245 13744.000 m | 0.73000 10033.12| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0093 808-75297 60.000 m | 15.00000 900.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0094 808-75996 72.000 EACH| 5.50000 396.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0095 808-75998 72.000 EACH| 43.70000 3146.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0096 808-97127 90.000 m | 1.00000 90.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 125 | | | mm | | | 0097 601-99105 30.000 m | 32.00000 960.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | SECTION TOTALS | $ 3,359,583.08| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,359,583.08| | 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