INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,445,029.71 ROUTE : US 27 CALL ORDER : 101 CONTRACT ID : R -24788-B COUNTIES : WAYNE LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2495017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,465,998.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 19500.00000 19500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1300.00000 10400.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 73250.00000 73250.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 164.000 m | 15.00000 2460.00| | GUARDRAIL, REMOVE | | | 0005 202-02271 70.000 EACH| 325.00000 22750.00| | HEADWALL, REMOVE | | | 0006 202-02278 12.000 m | 16.00000 192.00| | CURB, CONCRETE, REMOVE | | | 0007 202-60820 39990.200 m2 | 1.10000 43989.22| | SURFACE MILLING, ASPHALT 25mm | | | 0008 202-96133 8.000 m | 55.00000 440.00| | PIPE, REMOVE | | | 0009 203-02000 3051.500 m3 | 22.00000 67133.00| | EXCAVATION, COMMON | | | 0010 203-02070 3100.000 m3 | 15.00000 46500.00| | BORROW | | | 0011 303-52308 750.800 Mg | 23.00000 17268.40| | COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 90.000 Mg | 298.00000 26820.00| | HMA FOR PATCHING | | | 0013 305-05206 3973.800 Mg | 54.00000 214585.20| | WIDENING WITH HMA | | | 0014 401-05455 6994.100 Mg | 37.00000 258781.70| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 4196.400 Mg | 56.00000 234998.40| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,445,029.71 ROUTE : US 27 CALL ORDER : 101 CONTRACT ID : R -24788-B COUNTIES : WAYNE LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05463 3338.400 Mg | 45.00000 150228.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0017 401-05464 2003.100 Mg | 51.00000 102158.10| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0018 401-05467 22256.000 m | 0.29000 6454.24| | MILLED HMA CORRUGATIONS | | | 0019 405-05517 70.100 Mg | 275.00000 19277.50| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 37.900 Mg | 245.00000 9285.50| | ASPHALT FOR TACK COAT | | | 0021 610-05527 456.700 Mg | 87.00000 39732.90| | HMA FOR APPROACHES | | | 0022 621-01004 1.000 EACH| 445.00000 445.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 6948.000 m2 | 0.42000 2918.16| | MULCHED SEEDING, R | | | 0024 715-05019 4.000 m | 310.00000 1240.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0025 715-05118 10.000 m | 195.00000 1950.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0026 715-05119 7.900 m | 143.00000 1129.70| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0027 715-05121 9.800 m | 167.00000 1636.60| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0028 715-05122 4.000 m | 222.00000 888.00| | PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0029 715-05123 4.000 m | 239.00000 956.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0030 715-05168 22.000 m | 205.00000 4510.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0031 715-05169 18.000 m | 186.00000 3348.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0032 715-05171 4.000 m | 252.00000 1008.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0033 715-05173 8.000 m | 285.00000 2280.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0034 715-46000 34.000 EACH| 320.00000 10880.00| | PIPE END SECTION, 300 mm | | | 0035 715-46005 17.000 EACH| 275.00000 4675.00| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,445,029.71 ROUTE : US 27 CALL ORDER : 101 CONTRACT ID : R -24788-B COUNTIES : WAYNE LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-46010 10.000 EACH| 320.00000 3200.00| | PIPE END SECTION, 450 mm | | | 0037 715-46015 4.000 EACH| 370.00000 1480.00| | PIPE END SECTION, 525 mm | | | 0038 715-46020 12.000 EACH| 445.00000 5340.00| | PIPE END SECTION, 600 mm | | | 0039 715-46040 4.000 EACH| 2463.00000 9852.00| | PIPE END SECTION, 900 mm | | | 0040 801-06203 525.500 m | 1.30000 683.15| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 525.500 m | 3.50000 1839.25| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06640 12.000 EACH| 105.00000 1260.00| | CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 35957.21000 35957.21| | MAINTAINING TRAFFIC | | | 0044 808-06712 1313.500 m | 0.19000 249.57| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 10341.000 m | 0.20000 2068.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 1,465,998.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,465,998.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : S750002 S750002 S750002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 4,855,988.46 100.0000% 2 38-1625197 SELGE CONSTRUCTION CO. INC. $ 5,075,057.38 104.5113% 3 36-2231526 WALSH CONSTR CO OF ILL $ 5,549,763.80 114.2870% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 7,200,000.00 148.2705% ==================================================================================================================================== |(1) 35-0918397 |(2) 38-1625197 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN INSTALLATION, NEW | | | 0001 105-04655 15.000 MOS | 300.00000 4500.00| 500.00000 7500.00| 390.00000 5850.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 62000.00000 62000.00| 48000.00000 48000.00| 302356.14000 302356.14 CONSTRUCTION ENGINEERING | | | 0003 105-07040 15.000 MOS | 1500.00000 22500.00| 1000.00000 15000.00| 1658.33000 24874.95 FIELD OFFICE, C | | | 0004 110-01001 LUMP| 240000.00000 240000.00| 253165.00000 253165.00| 265000.00000 265000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 75000.00000 75000.00| 126000.00000 126000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 2892.000 m2 | 4.00000 11568.00| 7.75000 22413.00| 7.00000 20244.00 PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 5000.00000 5000.00| 11900.00000 11900.00| 22427.43000 22427.43 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0008 202-03000 LUMP| 12000.00000 12000.00| 4895.00000 4895.00| 32000.00000 32000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0009 202-91385 2.000 EACH| 150.00000 300.00| 40.00000 80.00| 500.00000 1000.00 INLET, REMOVE | | | 0010 202-92607 17.000 EACH| 50.00000 850.00| 11.50000 195.50| 30.00000 510.00 SIGN POST, CHANNEL, REMOVE | | | 0011 202-93608 1.000 EACH| 4000.00000 4000.00| 1020.00000 1020.00| 5000.00000 5000.00 MEDIAN CROSSOVER, REMOVE | | | 0012 202-96133 64.000 m | 50.00000 3200.00| 14.75000 944.00| 25.00000 1600.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 38-1625197 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02000 92462.000 m3 | 5.65000 522410.30| 5.65000 522410.30| 5.50000 508541.00 EXCAVATION, COMMON | | | 0014 203-02070 1228.000 m3 | 12.00000 14736.00| 4.00000 4912.00| 5.50000 6754.00 BORROW | | | 0015 203-06499 32000.000 m2 | 0.10000 3200.00| 0.10000 3200.00| 3.00000 96000.00 SUBGRADE TREATMENT | | | 0016 205-06931 790.000 Mg | 2.00000 1580.00| 35.00000 27650.00| 22.20000 17538.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06933 1.000 EACH| 90.00000 90.00| 90.00000 90.00| 90.00000 90.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06935 4.000 EACH| 576.31000 2305.24| 457.00000 1828.00| 2825.73000 11302.92 TEMPORARY SEDIMENT BASIN | | | 0019 205-06937 4208.000 m | 5.66000 23817.28| 5.20000 21881.60| 5.20000 21881.60 TEMPORARY SILT FENCE | | | 0020 210-07217 24.000 EACH| 120.00000 2880.00| 150.00000 3600.00| 500.00000 12000.00 BEAM FORMS | | | 0021 211-02060 452.000 m3 | 0.01000 4.52| 0.01000 4.52| 0.10000 45.20 B BORROW FOR STRUCTURE BACKFILL | | | 0022 213-52830 1929.000 m3 | 56.33000 108660.57| 51.00000 98379.00| 60.00000 115740.00 FLOWABLE MORTAR | | | 0023 303-52308 4935.000 Mg | 10.00000 49350.00| 15.00000 74025.00| 10.00000 49350.00 COMPACTED AGGREGATE, O, 53 | | | 0024 304-06464 20542.000 m3 | 10.00000 205420.00| 20.00000 410840.00| 22.00000 451924.00 SUBBASE FOR PCCP | | | 0025 305-05206 6.500 Mg | 166.00000 1079.00| 150.00000 975.00| 350.00000 2275.00 WIDENING WITH HMA | | | 0026 402-05468 790.000 Mg | 50.00000 39500.00| 34.00000 26860.00| 36.00000 28440.00 HMA BASE 25.0 mm, MAINLINE | | | 0027 402-05474 304.000 Mg | 50.00000 15200.00| 34.00000 10336.00| 36.00000 10944.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 402-05477 138.000 Mg | 60.00000 8280.00| 50.00000 6900.00| 55.00000 7590.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05481 224.000 Mg | 50.00000 11200.00| 48.00000 10752.00| 55.00000 12320.00 HMA BASE 25.0 mm, SHOULDER | | | 0030 404-05511 1244.000 m2 | 4.50000 5598.00| 4.00000 4976.00| 6.00000 7464.00 SEAL COAT, 2 | | | 0031 405-05517 5.000 Mg | 2.00000 10.00| 300.00000 1500.00| 300.00000 1500.00 ASPHALT FOR PRIME COAT | | | 0032 406-05520 2.000 Mg | 1.00000 2.00| 350.00000 700.00| 350.00000 700.00 ASPHALT FOR TACK COAT | | | 0033 501-06266 LUMP| 2500.00000 2500.00| 37150.00000 37150.00| 5000.00000 5000.00 PROFILOGRAPH, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 38-1625197 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 501-06323 60334.000 m2 | 34.50000 2081523.00| 29.75000 1794936.50| 32.00000 1930688.00 QC/QA PCCP, 300 mm | | | 0035 503-03489 22.000 EACH| 50.00000 1100.00| 25.00000 550.00| 25.00000 550.00 RETROFITTED TIE BARS | | | 0036 503-05240 3335.000 m | 40.00000 133400.00| 40.00000 133400.00| 35.00000 116725.00 D-1 CONTRACTION JOINT | | | 0037 603-01231 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00 FENCE GATE, CHAIN LINK, 1220 mm X 5 m | | | 0038 603-03095 1.000 EACH| 1210.00000 1210.00| 800.00000 800.00| 800.00000 800.00 FENCE GATE, CHAIN LINK, 1820 mm X 5.5 m | | | 0039 603-06040 984.000 m | 12.25000 12054.00| 11.80000 11611.20| 11.80000 11611.20 FENCE, FARM FIELD, 1190 mm | | | 0040 603-06045 2178.000 m | 17.00000 37026.00| 23.70000 51618.60| 23.70000 51618.60 FENCE, CHAIN LINK, 1220 mm | | | 0041 603-92636 280.000 m | 33.96000 9508.80| 33.90000 9492.00| 33.90000 9492.00 FENCE, CHAIN LINK, 1830 mm | | | 0042 604-05528 31.900 Mg | 100.00000 3190.00| 100.00000 3190.00| 100.00000 3190.00 SIDEWALK, HMA | | | 0043 604-06069 154.000 m2 | 34.00000 5236.00| 40.00000 6160.00| 75.00000 11550.00 CURB RAMP, CONCRETE | | | 0044 604-91531 8597.000 m2 | 10.00000 85970.00| 18.65000 160334.05| 18.00000 154746.00 SIDEWALK, CONCRETE, 100 mm | | | 0045 605-06090 490.000 m | 42.00000 20580.00| 25.80000 12642.00| 32.00000 15680.00 CURB, INTEGRAL, CONCRETE | | | 0046 605-06095 6265.000 m | 17.00000 106505.00| 24.90000 155998.50| 12.00000 75180.00 CURB, INTEGRAL, B, CONCRETE | | | 0047 605-06215 424.000 m | 65.00000 27560.00| 96.00000 40704.00| 92.00000 39008.00 CENTER CURB, D, CONCRETE | | | 0048 611-05330 513.000 m2 | 35.00000 17955.00| 33.50000 17185.50| 52.00000 26676.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 611-06497 2.000 EACH| 120.00000 240.00| 120.00000 240.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 13.000 EACH| 110.00000 1430.00| 110.00000 1430.00| 110.00000 1430.00 RIGHT OF WAY MARKER | | | 0051 615-06505 3.000 EACH| 440.00000 1320.00| 440.00000 1320.00| 440.00000 1320.00 MONUMENT, B | | | 0052 615-06510 8.000 EACH| 220.00000 1760.00| 220.00000 1760.00| 220.00000 1760.00 MONUMENT, C | | | 0053 615-06515 6.000 EACH| 100.00000 600.00| 100.00000 600.00| 100.00000 600.00 MONUMENT, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 38-1625197 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 615-06527 1.000 EACH| 220.00000 220.00| 220.00000 220.00| 220.00000 220.00 MONUMENT, SECTION CORNER | | | 0055 616-02320 134.000 m2 | 3.50000 469.00| 2.00000 268.00| 5.57000 746.38 GEOTEXTILES | | | 0056 616-06405 74.000 Mg | 35.00000 2590.00| 26.50000 1961.00| 41.00000 3034.00 RIPRAP, REVETMENT | | | 0057 621-01004 4.000 EACH| 675.00000 2700.00| 675.00000 2700.00| 675.00000 2700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-06545 5.000 Mg | 753.00000 3765.00| 753.00000 3765.00| 753.00000 3765.00 FERTILIZER | | | 0059 621-06548 53.000 kg | 49.50000 2623.50| 49.50000 2623.50| 49.50000 2623.50 SEED MIXTURE, CV | | | 0060 621-06554 792.000 kg | 9.10000 7207.20| 9.10000 7207.20| 9.10000 7207.20 SEED MIXTURE, U | | | 0061 621-06557 216.000 kg | 5.70000 1231.20| 5.70000 1231.20| 5.70000 1231.20 SEED MIXTURE, T | | | 0062 621-06560 9618.000 m2 | 0.48000 4616.64| 0.48000 4616.64| 0.48000 4616.64 MULCHED SEEDING, U | | | 0063 621-06565 22.000 Mg | 574.00000 12628.00| 574.00000 12628.00| 574.00000 12628.00 MULCHING MATERIAL | | | 0064 715-05024 174.000 m | 139.40000 24255.60| 147.40000 25647.60| 152.18000 26479.32 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0065 715-05048 5898.000 m | 7.00000 41286.00| 10.00000 58980.00| 9.50000 56031.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0066 715-05151 2554.000 m | 46.92000 119833.68| 63.55000 162306.70| 49.00000 125146.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0067 715-05152 162.000 m | 70.05000 11348.10| 73.80000 11955.60| 65.00000 10530.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0068 715-05153 270.000 m | 76.75000 20722.50| 84.00000 22680.00| 80.10000 21627.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0069 715-05154 219.000 m | 84.95000 18604.05| 93.75000 20531.25| 90.00000 19710.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0070 715-05156 280.000 m | 112.67000 31547.60| 121.50000 34020.00| 110.00000 30800.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0071 715-46005 7.000 EACH| 160.00000 1120.00| 225.00000 1575.00| 185.00000 1295.00 PIPE END SECTION, 375 mm | | | 0072 715-46015 1.000 EACH| 200.00000 200.00| 305.00000 305.00| 222.00000 222.00 PIPE END SECTION, 525 mm | | | 0073 715-46020 1.000 EACH| 250.00000 250.00| 370.00000 370.00| 275.00000 275.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 38-1625197 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 715-46040 1.000 EACH| 520.00000 520.00| 790.00000 790.00| 500.00000 500.00 PIPE END SECTION, 900 mm | | | 0075 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0076 718-52610 1291.000 m3 | 20.00000 25820.00| 26.00000 33566.00| 21.00000 27111.00 AGGREGATE FOR UNDERDRAINS | | | 0077 718-99153 22852.000 m2 | 1.35000 30850.20| 0.45000 10283.40| 1.50000 34278.00 GEOTEXTILES FOR UNDERDRAIN | | | 0078 720-45045 8.000 EACH| 870.00000 6960.00| 1000.00000 8000.00| 910.00000 7280.00 INLET, J10 | | | 0079 720-45145 54.000 EACH| 870.00000 46980.00| 1000.00000 54000.00| 915.00000 49410.00 INLET, J10, MODIFIED | | | 0080 720-45250 14.000 EACH| 1056.00000 14784.00| 1250.00000 17500.00| 1170.00000 16380.00 CATCH BASIN, K10 | | | 0081 720-45251 126.000 EACH| 1056.00000 133056.00| 1250.00000 157500.00| 1170.00000 147420.00 CATCH BASIN, K10, MODIFIED | | | 0082 720-94612 14.000 EACH| 1700.00000 23800.00| 2250.00000 31500.00| 1810.00000 25340.00 MANHOLE, K4 | | | 0083 720-95422 37.000 EACH| 1410.00000 52170.00| 1500.00000 55500.00| 1560.00000 57720.00 MANHOLE, J4 | | | 0084 801-04308 4.000 EACH| 130.00000 520.00| 125.00000 500.00| 350.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06606 10.000 EACH| 90.00000 900.00| 90.00000 900.00| 150.00000 1500.00 BARRICADE, IIIB | | | 0086 801-06625 49.000 EACH| 70.00000 3430.00| 65.00000 3185.00| 125.00000 6125.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 8.000 EACH| 80.00000 640.00| 90.00000 720.00| 150.00000 1200.00 CONSTRUCTION SIGN, A | | | 0088 801-06775 LUMP| 50000.00000 50000.00| 1000.00000 1000.00| 85000.00000 85000.00 MAINTAINING TRAFFIC | | | 0089 802-05701 98.000 m | 32.80000 3214.40| 23.00000 2254.00| 23.00000 2254.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0090 802-05702 118.000 m | 29.52000 3483.36| 17.85000 2106.30| 16.00000 1888.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0091 802-05706 33.000 m | 26.24000 865.92| 23.70000 782.10| 24.50000 808.50 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0092 802-76025 27.300 m2 | 113.02000 3085.45| 160.00000 4368.00| 113.00000 3084.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 38-1625197 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 802-76035 34.600 m2 | 118.40000 4096.64| 145.00000 5017.00| 124.00000 4290.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0094 802-76045 1.900 m2 | 150.69000 286.31| 185.00000 351.50| 165.00000 313.50 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0095 805-01815 4.000 EACH| 1200.00000 4800.00| 1600.00000 6400.00| 1200.00000 4800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0096 805-01842 14.000 EACH| 700.00000 9800.00| 725.00000 10150.00| 700.00000 9800.00 HANDHOLE, SIGNAL | | | 0097 805-02152 8.000 EACH| 430.00000 3440.00| 350.00000 2800.00| 430.00000 3440.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0098 805-06592 900.000 m | 12.00000 10800.00| 15.50000 13950.00| 12.00000 10800.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0099 805-06834 1.000 EACH| 8500.00000 8500.00| 8000.00000 8000.00| 8500.00000 8500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0100 805-78205 12.000 EACH| 600.00000 7200.00| 665.00000 7980.00| 600.00000 7200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0101 805-78215 4.000 EACH| 650.00000 2600.00| 690.00000 2760.00| 650.00000 2600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0102 805-78230 2.000 EACH| 1000.00000 2000.00| 1165.00000 2330.00| 1000.00000 2000.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0103 805-78415 4.000 EACH| 1000.00000 4000.00| 1850.00000 7400.00| 1000.00000 4000.00 SPAN, CATENARY, AND TETHER | | | 0104 805-78420 4.000 EACH| 200.00000 800.00| 175.00000 700.00| 200.00000 800.00 DISCONNECT HANGER | | | 0105 805-78445 1.000 EACH| 400.00000 400.00| 515.00000 515.00| 400.00000 400.00 SIGNAL SERVICE | | | 0106 805-78467 14.300 m | 6.00000 85.80| 5.00000 71.50| 6.00000 85.80 SIGNAL CABLE, 3C 8GA. | | | 0107 805-78470 1451.000 m | 1.20000 1741.20| 0.40000 580.40| 1.20000 1741.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0108 805-78485 357.000 m | 3.00000 1071.00| 3.50000 1249.50| 3.00000 1071.00 SIGNAL CABLE, 5C 14GA. | | | 0109 805-78490 1325.000 m | 3.00000 3975.00| 4.00000 5300.00| 3.00000 3975.00 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 38-1625197 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 805-78510 3016.000 m | 2.10000 6333.60| 1.95000 5881.20| 2.10000 6333.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0111 805-78784 13.000 EACH| 230.00000 2990.00| 18.50000 240.50| 230.00000 2990.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0112 805-78785 13.000 EACH| 435.00000 5655.00| 470.00000 6110.00| 435.00000 5655.00 SIGNAL DETECTOR HOUSING | | | 0113 805-78795 496.000 m | 20.00000 9920.00| 18.25000 9052.00| 20.00000 9920.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0114 805-78900 8.000 EACH| 300.00000 2400.00| 300.00000 2400.00| 300.00000 2400.00 PEDESTAL FOUNDATION, A | | | 0115 805-78925 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0116 805-81032 4.000 EACH| 2800.00000 11200.00| 2115.00000 8460.00| 2800.00000 11200.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0117 805-90005 8.000 EACH| 350.00000 2800.00| 330.00000 2640.00| 350.00000 2800.00 SIGNAL PEDESTAL, 3.0 m | | | 0118 805-96121 8.000 EACH| 70.00000 560.00| 72.00000 576.00| 70.00000 560.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0119 808-03179 10.000 EACH| 200.00000 2000.00| 242.00000 2420.00| 242.00000 2420.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0120 808-06713 6270.000 m | 0.30000 1881.00| 0.60000 3762.00| 0.60000 3762.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0121 808-06714 5029.000 m | 0.30000 1508.70| 0.60000 3017.40| 0.60000 3017.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0122 808-06716 467.000 m | 3.25000 1517.75| 1.80000 840.60| 1.80000 840.60 LINE, REMOVE | | | 0123 808-75008 149.000 m | 3.50000 521.50| 3.30000 491.70| 3.30000 491.70 LINE, PAINT, SOLID, WHITE, 200 mm | | | 0124 808-75015 50.000 m | 4.00000 200.00| 5.00000 250.00| 5.00000 250.00 LINE, PAINT, SOLID, WHITE, 300 mm | | | 0125 808-75059 1050.000 m | 3.60000 3780.00| 5.21000 5470.50| 5.21000 5470.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0126 808-75067 94.000 m | 21.75000 2044.50| 29.90000 2810.60| 29.90000 2810.60 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0127 808-75069 377.000 m | 5.50000 2073.50| 6.86000 2586.22| 6.86000 2586.22 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0128 808-75071 24.000 EACH| 140.00000 3360.00| 156.00000 3744.00| 156.00000 3744.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 38-1625197 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO. INC. |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 808-75297 81.000 m | 11.60000 939.60| 13.60000 1101.60| 13.60000 1101.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0130 808-75996 117.000 EACH| 8.25000 965.25| 15.00000 1755.00| 10.00000 1170.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0131 808-75998 338.000 EACH| 22.00000 7436.00| 19.80000 6692.40| 25.00000 8450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,855,988.46| $ 5,075,057.38| $ 5,549,763.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,855,988.46| $ 5,075,057.38| $ 5,549,763.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN INSTALLATION, NEW | | | 0001 105-04655 15.000 MOS | 630.00000 9450.00| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 89180.26000 89180.26| | CONSTRUCTION ENGINEERING | | | 0003 105-07040 15.000 MOS | 1610.00000 24150.00| | FIELD OFFICE, C | | | 0004 110-01001 LUMP| 360000.00000 360000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 108000.00000 108000.00| | CLEARING RIGHT OF WAY | | | 0006 202-02240 2892.000 m2 | 8.13000 23511.96| | PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 4365.23000 4365.23| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0008 202-03000 LUMP| 4365.23000 4365.23| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0009 202-91385 2.000 EACH| 177.16000 354.32| | INLET, REMOVE | | | 0010 202-92607 17.000 EACH| 79.00000 1343.00| | SIGN POST, CHANNEL, REMOVE | | | 0011 202-93608 1.000 EACH| 1521.12000 1521.12| | MEDIAN CROSSOVER, REMOVE | | | 0012 202-96133 64.000 m | 48.72000 3118.08| | PIPE, REMOVE | | | 0013 203-02000 92462.000 m3 | 18.72000 1730888.64| | EXCAVATION, COMMON | | | 0014 203-02070 1228.000 m3 | 13.40000 16455.20| | BORROW | | | 0015 203-06499 32000.000 m2 | 2.40000 76800.00| | SUBGRADE TREATMENT | | | 0016 205-06931 790.000 Mg | 29.63000 23407.70| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06933 1.000 EACH| 90.00000 90.00| | TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06935 4.000 EACH| 4590.10000 18360.40| | TEMPORARY SEDIMENT BASIN | | | 0019 205-06937 4208.000 m | 5.20000 21881.60| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 210-07217 24.000 EACH| 85.00000 2040.00| | BEAM FORMS | | | 0021 211-02060 452.000 m3 | 16.39000 7408.28| | B BORROW FOR STRUCTURE BACKFILL | | | 0022 213-52830 1929.000 m3 | 71.62000 138154.98| | FLOWABLE MORTAR | | | 0023 303-52308 4935.000 Mg | 16.98000 83796.30| | COMPACTED AGGREGATE, O, 53 | | | 0024 304-06464 20542.000 m3 | 37.75000 775460.50| | SUBBASE FOR PCCP | | | 0025 305-05206 6.500 Mg | 164.80000 1071.20| | WIDENING WITH HMA | | | 0026 402-05468 790.000 Mg | 34.00000 26860.00| | HMA BASE 25.0 mm, MAINLINE | | | 0027 402-05474 304.000 Mg | 34.00000 10336.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0028 402-05477 138.000 Mg | 50.00000 6900.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05481 224.000 Mg | 48.00000 10752.00| | HMA BASE 25.0 mm, SHOULDER | | | 0030 404-05511 1244.000 m2 | 4.00000 4976.00| | SEAL COAT, 2 | | | 0031 405-05517 5.000 Mg | 300.00000 1500.00| | ASPHALT FOR PRIME COAT | | | 0032 406-05520 2.000 Mg | 350.00000 700.00| | ASPHALT FOR TACK COAT | | | 0033 501-06266 LUMP| 7721.84000 7721.84| | PROFILOGRAPH, PCCP | | | 0034 501-06323 60334.000 m2 | 25.11000 1514986.74| | QC/QA PCCP, 300 mm | | | 0035 503-03489 22.000 EACH| 11.17000 245.74| | RETROFITTED TIE BARS | | | 0036 503-05240 3335.000 m | 22.21000 74070.35| | D-1 CONTRACTION JOINT | | | 0037 603-01231 2.000 EACH| 700.00000 1400.00| | FENCE GATE, CHAIN LINK, 1220 mm X 5 m | | | 0038 603-03095 1.000 EACH| 800.00000 800.00| | FENCE GATE, CHAIN LINK, 1820 mm X 5.5 m | | | 0039 603-06040 984.000 m | 11.80000 11611.20| | FENCE, FARM FIELD, 1190 mm | | | 0040 603-06045 2178.000 m | 23.70000 51618.60| | FENCE, CHAIN LINK, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 603-92636 280.000 m | 33.90000 9492.00| | FENCE, CHAIN LINK, 1830 mm | | | 0042 604-05528 31.900 Mg | 100.00000 3190.00| | SIDEWALK, HMA | | | 0043 604-06069 154.000 m2 | 30.75000 4735.50| | CURB RAMP, CONCRETE | | | 0044 604-91531 8597.000 m2 | 18.32000 157497.04| | SIDEWALK, CONCRETE, 100 mm | | | 0045 605-06090 490.000 m | 26.92000 13190.80| | CURB, INTEGRAL, CONCRETE | | | 0046 605-06095 6265.000 m | 26.92000 168653.80| | CURB, INTEGRAL, B, CONCRETE | | | 0047 605-06215 424.000 m | 93.49000 39639.76| | CENTER CURB, D, CONCRETE | | | 0048 611-05330 513.000 m2 | 46.36000 23782.68| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0049 611-06497 2.000 EACH| 120.00000 240.00| | MAILBOX ASSEMBLY, SINGLE | | | 0050 615-06490 13.000 EACH| 110.00000 1430.00| | RIGHT OF WAY MARKER | | | 0051 615-06505 3.000 EACH| 440.00000 1320.00| | MONUMENT, B | | | 0052 615-06510 8.000 EACH| 220.00000 1760.00| | MONUMENT, C | | | 0053 615-06515 6.000 EACH| 100.00000 600.00| | MONUMENT, D | | | 0054 615-06527 1.000 EACH| 220.00000 220.00| | MONUMENT, SECTION CORNER | | | 0055 616-02320 134.000 m2 | 7.53000 1009.02| | GEOTEXTILES | | | 0056 616-06405 74.000 Mg | 51.44000 3806.56| | RIPRAP, REVETMENT | | | 0057 621-01004 4.000 EACH| 675.00000 2700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-06545 5.000 Mg | 753.00000 3765.00| | FERTILIZER | | | 0059 621-06548 53.000 kg | 49.50000 2623.50| | SEED MIXTURE, CV | | | 0060 621-06554 792.000 kg | 9.10000 7207.20| | SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 621-06557 216.000 kg | 5.70000 1231.20| | SEED MIXTURE, T | | | 0062 621-06560 9618.000 m2 | 0.48000 4616.64| | MULCHED SEEDING, U | | | 0063 621-06565 22.000 Mg | 574.00000 12628.00| | MULCHING MATERIAL | | | 0064 715-05024 174.000 m | 208.02000 36195.48| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0065 715-05048 5898.000 m | 9.00000 53082.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0066 715-05151 2554.000 m | 124.30000 317462.20| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0067 715-05152 162.000 m | 132.99000 21544.38| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0068 715-05153 270.000 m | 142.75000 38542.50| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0069 715-05154 219.000 m | 178.57000 39106.83| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0070 715-05156 280.000 m | 191.19000 53533.20| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0071 715-46005 7.000 EACH| 173.72000 1216.04| | PIPE END SECTION, 375 mm | | | 0072 715-46015 1.000 EACH| 209.64000 209.64| | PIPE END SECTION, 525 mm | | | 0073 715-46020 1.000 EACH| 270.28000 270.28| | PIPE END SECTION, 600 mm | | | 0074 715-46040 1.000 EACH| 482.89000 482.89| | PIPE END SECTION, 900 mm | | | 0075 718-06532 1000.000 m | 3.00000 3000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0076 718-52610 1291.000 m3 | 41.00000 52931.00| | AGGREGATE FOR UNDERDRAINS | | | 0077 718-99153 22852.000 m2 | 1.00000 22852.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0078 720-45045 8.000 EACH| 1980.61000 15844.88| | INLET, J10 | | | 0079 720-45145 54.000 EACH| 2630.61000 142052.94| | INLET, J10, MODIFIED | | | 0080 720-45250 14.000 EACH| 2883.08000 40363.12| | CATCH BASIN, K10 | | | 0081 720-45251 126.000 EACH| 2233.07000 281366.82| | CATCH BASIN, K10, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 720-94612 14.000 EACH| 3509.44000 49132.16| | MANHOLE, K4 | | | 0083 720-95422 37.000 EACH| 3160.25000 116929.25| | MANHOLE, J4 | | | 0084 801-04308 4.000 EACH| 125.00000 500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06606 10.000 EACH| 90.00000 900.00| | BARRICADE, IIIB | | | 0086 801-06625 49.000 EACH| 65.00000 3185.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 8.000 EACH| 90.00000 720.00| | CONSTRUCTION SIGN, A | | | 0088 801-06775 LUMP| 27081.58000 27081.58| | MAINTAINING TRAFFIC | | | 0089 802-05701 98.000 m | 31.16000 3053.68| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0090 802-05702 118.000 m | 32.80000 3870.40| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0091 802-05706 33.000 m | 36.08000 1190.64| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0092 802-76025 27.300 m2 | 118.40000 3232.32| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0093 802-76035 34.600 m2 | 121.09000 4189.71| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0094 802-76045 1.900 m2 | 123.78000 235.18| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0095 805-01815 4.000 EACH| 1600.00000 6400.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0096 805-01842 14.000 EACH| 500.00000 7000.00| | HANDHOLE, SIGNAL | | | 0097 805-02152 8.000 EACH| 380.00000 3040.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0098 805-06592 900.000 m | 27.88000 25092.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 805-06834 1.000 EACH| 7385.00000 7385.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0100 805-78205 12.000 EACH| 600.00000 7200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0101 805-78215 4.000 EACH| 632.00000 2528.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0102 805-78230 2.000 EACH| 945.00000 1890.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0103 805-78415 4.000 EACH| 900.00000 3600.00| | SPAN, CATENARY, AND TETHER | | | 0104 805-78420 4.000 EACH| 250.00000 1000.00| | DISCONNECT HANGER | | | 0105 805-78445 1.000 EACH| 450.00000 450.00| | SIGNAL SERVICE | | | 0106 805-78467 14.300 m | 3.94000 56.34| | SIGNAL CABLE, 3C 8GA. | | | 0107 805-78470 1451.000 m | 0.66000 957.66| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0108 805-78485 357.000 m | 2.30000 821.10| | SIGNAL CABLE, 5C 14GA. | | | 0109 805-78490 1325.000 m | 2.62000 3471.50| | SIGNAL CABLE, 7C 14GA. | | | 0110 805-78510 3016.000 m | 1.64000 4946.24| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0111 805-78784 13.000 EACH| 55.00000 715.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0112 805-78785 13.000 EACH| 380.00000 4940.00| | SIGNAL DETECTOR HOUSING | | | 0113 805-78795 496.000 m | 27.88000 13828.48| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0114 805-78900 8.000 EACH| 400.00000 3200.00| | PEDESTAL FOUNDATION, A | | | 0115 805-78925 1.000 EACH| 500.00000 500.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0116 805-81032 4.000 EACH| 3200.00000 12800.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0117 805-90005 8.000 EACH| 425.00000 3400.00| | SIGNAL PEDESTAL, 3.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 105 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,867,823.10 ROUTE : SR 331 CALL ORDER : 105 CONTRACT ID : R -25125-A COUNTIES : ST. JOSEPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 805-96121 8.000 EACH| 150.00000 1200.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0119 808-03179 10.000 EACH| 242.00000 2420.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0120 808-06713 6270.000 m | 0.60000 3762.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0121 808-06714 5029.000 m | 0.60000 3017.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0122 808-06716 467.000 m | 1.80000 840.60| | LINE, REMOVE | | | 0123 808-75008 149.000 m | 3.30000 491.70| | LINE, PAINT, SOLID, WHITE, 200 mm | | | 0124 808-75015 50.000 m | 5.00000 250.00| | LINE, PAINT, SOLID, WHITE, 300 mm | | | 0125 808-75059 1050.000 m | 5.21000 5470.50| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0126 808-75067 94.000 m | 29.90000 2810.60| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0127 808-75069 377.000 m | 6.86000 2586.22| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0128 808-75071 24.000 EACH| 156.00000 3744.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0129 808-75297 81.000 m | 13.60000 1101.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0130 808-75996 117.000 EACH| 9.61000 1124.37| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0131 808-75998 338.000 EACH| 19.80000 6692.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 7,200,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,200,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/27/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2195025 2195025 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,104,597.66 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,194,719.17 108.1587% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,360,684.74 123.1837% 4 35-0997978 PHEND & BROWN, INC. $ 1,525,705.56 138.1231% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 15910.46000 15910.46| 13000.00000 13000.00| 17310.00000 17310.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1150.00000 10350.00| 1800.00000 16200.00| 2602.00000 23418.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 55229.00000 55229.00| 60000.00000 60000.00| 68000.00000 68000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22091.00000 22091.00| 10000.00000 10000.00| 27034.00000 27034.00 CLEARING RIGHT OF WAY | | | 0005 202-01405 1560.000 m3 | 111.15000 173394.00| 175.00000 273000.00| 168.20000 262392.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-02240 1342.000 m2 | 18.00000 24156.00| 10.00000 13420.00| 3.75000 5032.50 PAVEMENT, REMOVE | | | 0007 202-02278 1180.000 m | 9.00000 10620.00| 6.50000 7670.00| 7.85000 9263.00 CURB, CONCRETE, REMOVE | | | 0008 202-05571 20.000 EACH| 120.00000 2400.00| 165.00000 3300.00| 150.00000 3000.00 TESTING FOR WASTES , C | | | 0009 202-52710 1240.000 m2 | 5.00000 6200.00| 5.00000 6200.00| 9.50000 11780.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 10484.000 m2 | 1.25000 13105.00| 2.00000 20968.00| 0.92000 9645.28 SURFACE MILLING, ASPHALT | | | 0011 202-60822 1000.000 m2 | 1.25000 1250.00| 2.00000 2000.00| 2.54000 2540.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02000 2518.000 m3 | 17.00000 42806.00| 14.00000 35252.00| 18.87000 47514.66 EXCAVATION, COMMON | | | 0013 205-06937 125.000 m | 6.56000 820.00| 6.50000 812.50| 6.56000 820.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 18.700 m3 | 15.60000 291.72| 18.00000 336.60| 15.60000 291.72 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04075 4.000 Mg | 20.00000 80.00| 15.00000 60.00| 75.00000 300.00 COMPACTED AGGREGATE, O, 73 | | | 0016 303-52308 129.400 Mg | 20.00000 2588.00| 15.00000 1941.00| 39.70000 5137.18 COMPACTED AGGREGATE, O, 53 | | | 0017 401-05437 2588.000 Mg | 41.00000 106108.00| 35.00000 90580.00| 49.70000 128623.60 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 1867.000 Mg | 42.00000 78414.00| 40.00000 74680.00| 44.60000 83268.20 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 1045.000 Mg | 48.00000 50160.00| 44.00000 45980.00| 57.95000 60557.75 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 401-06264 LUMP| 900.00000 900.00| 1500.00000 1500.00| 4990.00000 4990.00 PROFILOGRAPH, HMA | | | 0021 402-05495 230.000 Mg | 75.00000 17250.00| 40.00000 9200.00| 61.60000 14168.00 HMA WEDGE AND LEVEL | | | 0022 405-05518 313.000 m2 | 0.92000 287.96| 1.00000 313.00| 4.76000 1489.88 ASPHALT FOR PRIME COAT | | | 0023 406-05520 6.900 Mg | 150.00000 1035.00| 275.00000 1897.50| 510.00000 3519.00 ASPHALT FOR TACK COAT | | | 0024 604-06069 351.000 m2 | 47.20000 16567.20| 37.00000 12987.00| 50.57000 17750.07 CURB RAMP, CONCRETE | | | 0025 604-06070 827.000 m2 | 33.00000 27291.00| 29.00000 23983.00| 38.32000 31690.64 SIDEWALK, CONCRETE | | | 0026 605-06120 220.000 m | 52.00000 11440.00| 36.50000 8030.00| 59.02000 12984.40 CURB, CONCRETE | | | 0027 605-06140 938.000 m | 42.00000 39396.00| 31.50000 29547.00| 51.75000 48541.50 CURB AND GUTTER, CONCRETE | | | 0028 605-06215 153.000 m | 92.00000 14076.00| 225.00000 34425.00| 115.75000 17709.75 CENTER CURB, D, CONCRETE | | | 0029 610-05527 29.200 Mg | 100.00000 2920.00| 65.00000 1898.00| 271.00000 7913.20 HMA FOR APPROACHES | | | 0030 611-05330 94.900 m2 | 48.00000 4555.20| 45.00000 4270.50| 53.50000 5077.15 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 611-95728 476.400 m2 | 60.00000 28584.00| 50.00000 23820.00| 57.55000 27416.82 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0032 615-06490 65.000 EACH| 103.00000 6695.00| 155.00000 10075.00| 103.00000 6695.00 RIGHT OF WAY MARKER | | | 0033 615-06500 4.000 EACH| 675.00000 2700.00| 625.00000 2500.00| 675.00000 2700.00 MONUMENT, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01004 2.000 EACH| 585.00000 1170.00| 600.00000 1200.00| 585.00000 1170.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02363 600.000 m2 | 1.56000 936.00| 1.75000 1050.00| 1.56000 936.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0036 621-06567 4.000 kL | 0.55000 2.20| 0.65000 2.60| 0.55000 2.20 WATER | | | 0037 621-06574 1132.000 m2 | 4.84000 5478.88| 5.50000 6226.00| 4.84000 5478.88 SODDING | | | 0038 702-94656 2.000 m3 | 130.00000 260.00| 225.00000 450.00| 455.16000 910.32 CONCRETE, B | | | 0039 715-05146 2.000 m | 88.00000 176.00| 95.00000 190.00| 88.00000 176.00 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0040 715-05149 505.000 m | 102.63000 51828.15| 100.00000 50500.00| 111.55000 56332.75 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05151 18.000 m | 105.80000 1904.40| 110.00000 1980.00| 115.00000 2070.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 11.000 m | 110.40000 1214.40| 120.00000 1320.00| 120.00000 1320.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05711 19.000 m | 150.88000 2866.72| 85.00000 1615.00| 164.00000 3116.00 PIPE, SANITARY SEWER, 150 mm | | | 0044 720-44000 10.000 EACH| 375.00000 3750.00| 250.00000 2500.00| 300.00000 3000.00 CASTING, ADJUST TO GRADE | | | 0045 720-44296 1.000 EACH| 150.00000 150.00| 350.00000 350.00| 150.00000 150.00 CAP INLET | | | 0046 720-45045 12.000 EACH| 897.00000 10764.00| 1225.00000 14700.00| 975.00000 11700.00 INLET, J10 | | | 0047 720-45055 4.000 EACH| 1453.60000 5814.40| 1325.00000 5300.00| 1580.00000 6320.00 INLET, M10 | | | 0048 720-45080 4.000 EACH| 1964.20000 7856.80| 1950.00000 7800.00| 2135.00000 8540.00 INLET, S14 | | | 0049 720-45085 2.000 EACH| 1863.92000 3727.84| 1950.00000 3900.00| 2026.00000 4052.00 INLET, T14 | | | 0050 720-45250 9.000 EACH| 1633.00000 14697.00| 1400.00000 12600.00| 1775.00000 15975.00 CATCH BASIN, K10 | | | 0051 720-45340 1.000 EACH| 980.00000 980.00| 1750.00000 1750.00| 980.00000 980.00 CATCH BASIN, J10, MODIFIED | | | 0052 720-45510 2.000 EACH| 1656.00000 3312.00| 1750.00000 3500.00| 1800.00000 3600.00 MANHOLE, C4, MODIFIED | | | 0053 720-90768 4.000 EACH| 1065.36000 4261.44| 2050.00000 8200.00| 1158.00000 4632.00 CATCH BASIN, S14 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 720-95422 4.000 EACH| 2644.08000 10576.32| 2000.00000 8000.00| 2874.00000 11496.00 MANHOLE, J4 | | | 0055 801-06207 4720.000 m | 2.68000 12649.60| 2.70000 12744.00| 2.68000 12649.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0056 801-06211 5.000 EACH| 45.00000 225.00| 46.00000 230.00| 45.00000 225.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0057 801-06212 4.000 EACH| 65.00000 260.00| 66.00000 264.00| 65.00000 260.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0058 801-06218 44.000 m | 16.13000 709.72| 16.25000 715.00| 16.13000 709.72 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0059 801-06640 22.000 EACH| 110.00000 2420.00| 120.00000 2640.00| 110.00000 2420.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 2.000 EACH| 50.00000 100.00| 55.00000 110.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0061 801-06710 270.000 DAY | 18.00000 4860.00| 22.00000 5940.00| 18.00000 4860.00 FLASHING ARROW SIGN | | | 0062 801-06775 LUMP| 30870.00000 30870.00| 15000.00000 15000.00| 71160.00000 71160.00 MAINTAINING TRAFFIC | | | 0063 802-05701 113.900 m | 32.80000 3735.92| 38.70000 4407.93| 32.80000 3735.92 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE , TYPE 1 | | | 0064 802-05702 51.900 m | 36.08000 1872.55| 45.50000 2361.45| 36.08000 1872.55 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 16.420 m2 | 113.02000 1855.79| 133.25000 2187.97| 113.02000 1855.79 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0066 802-76035 12.960 m2 | 118.40000 1534.46| 140.00000 1814.40| 118.40000 1534.46 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0067 802-76045 2.980 m2 | 150.69000 449.06| 175.00000 521.50| 150.69000 449.06 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0068 805-01815 4.000 EACH| 1500.00000 6000.00| 1770.00000 7080.00| 1500.00000 6000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0069 805-01842 8.000 EACH| 480.00000 3840.00| 560.00000 4480.00| 480.00000 3840.00 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 805-02087 LUMP| 500.00000 500.00| 590.00000 590.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0071 805-02152 8.000 EACH| 450.00000 3600.00| 531.00000 4248.00| 450.00000 3600.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0076 805-06592 199.000 m | 26.24000 5221.76| 31.00000 6169.00| 26.24000 5221.76 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0077 805-78100 1.000 EACH| 7500.00000 7500.00| 8850.00000 8850.00| 7500.00000 7500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0078 805-78205 4.000 EACH| 600.00000 2400.00| 708.00000 2832.00| 600.00000 2400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0079 805-78230 5.000 EACH| 975.00000 4875.00| 1150.50000 5752.50| 975.00000 4875.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0080 805-78370 8.000 EACH| 100.00000 800.00| 118.00000 944.00| 100.00000 800.00 PEDESTRIAN PUSH BUTTON | | | 0081 805-78415 4.000 EACH| 1100.00000 4400.00| 1298.00000 5192.00| 1100.00000 4400.00 SPAN, CATENARY, AND TETHER | | | 0082 805-78420 4.000 EACH| 250.00000 1000.00| 295.00000 1180.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0083 805-78445 1.000 EACH| 400.00000 400.00| 472.00000 472.00| 400.00000 400.00 SIGNAL SERVICE | | | 0084 805-78467 20.000 m | 3.94000 78.80| 4.65000 93.00| 3.94000 78.80 SIGNAL CABLE, 3C 8GA. | | | 0085 805-78480 414.000 m | 1.97000 815.58| 2.32000 960.48| 1.97000 815.58 SIGNAL CABLE, 3C 14GA. | | | 0086 805-78485 288.000 m | 2.46000 708.48| 2.90000 835.20| 2.46000 708.48 SIGNAL CABLE, 5C 14GA. | | | 0087 805-78490 187.000 m | 3.28000 613.36| 3.87000 723.69| 3.28000 613.36 SIGNAL CABLE, 7C 14GA. | | | 0088 805-78925 1.000 EACH| 550.00000 550.00| 649.00000 649.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0089 805-81060 4.000 EACH| 3400.00000 13600.00| 4012.00000 16048.00| 3400.00000 13600.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0090 805-86805 1.000 EACH| 1250.00000 1250.00| 1475.00000 1475.00| 1250.00000 1250.00 SERVICE POINT, I | | | 0091 805-87746 40.000 m | 6.56000 262.40| 7.74000 309.60| 6.56000 262.40 AERIAL CABLE, TRIPLEX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-93027 2.000 EACH| 850.00000 1700.00| 1003.00000 2006.00| 850.00000 1700.00 MAST ARM, 6.1 m | | | 0093 805-96197 25.000 m | 0.98000 24.50| 1.16000 29.00| 0.98000 24.50 WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 10 | | | COPPER STRANDED, 1/C | | | 0094 807-86615 2.000 EACH| 325.00000 650.00| 383.50000 767.00| 325.00000 650.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0095 808-06701 258.000 m | 1.50000 387.00| 1.30000 335.40| 1.10000 283.80 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0096 808-06703 248.000 m | 1.50000 372.00| 1.30000 322.40| 1.10000 272.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0097 808-75240 168.000 m | 1.50000 252.00| 1.30000 218.40| 1.10000 184.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0098 808-75245 1138.000 m | 1.50000 1707.00| 1.30000 1479.40| 1.10000 1251.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0099 808-75297 75.000 m | 12.00000 900.00| 12.10000 907.50| 10.25000 768.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0100 808-75300 298.000 m | 4.50000 1341.00| 3.07000 914.86| 2.60000 774.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0101 808-75320 13.000 EACH| 65.00000 845.00| 61.36000 797.68| 52.00000 676.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0102 808-75325 12.000 EACH| 89.00000 1068.00| 88.50000 1062.00| 75.00000 900.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0103 808-95638 186.000 m2 | 5.00000 930.00| 2.36000 438.96| 2.00000 372.00 CENTER CURB PAINTING | | | 0104 213-52830 358.300 m3 | 66.42000 23798.29| 79.12000 28348.70| 72.20000 25869.26 FLOWABLE MORTAR | | | 0105 202-98370 2.000 EACH| 200.00000 400.00| 236.00000 472.00| 200.00000 400.00 POLE, REMOVE | | | 0106 805-78470 1112.000 m | 0.66000 733.92| 0.78000 867.36| 0.66000 733.92 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0107 805-78510 757.000 m | 2.62000 1983.34| 3.09000 2339.13| 2.62000 1983.34 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 805-78785 9.000 EACH| 350.00000 3150.00| 413.00000 3717.00| 350.00000 3150.00 SIGNAL DETECTOR HOUSING | | | 0109 805-78795 371.000 m | 26.24000 9735.04| 30.96000 11486.16| 26.24000 9735.04 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-92504 9.000 EACH| 200.00000 1800.00| 236.00000 2124.00| 200.00000 1800.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0111 211-02050 1560.000 m3 | 7.35000 11466.00| 29.03000 45286.80| 24.60000 38376.00 B BORROW | | | SECTION TOTALS | $ 1,104,597.66| $ 1,194,719.17| $ 1,360,684.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,104,597.66| $ 1,194,719.17| $ 1,360,684.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1550.00000 13950.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 75650.00000 75650.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30500.00000 30500.00| | CLEARING RIGHT OF WAY | | | 0005 202-01405 1560.000 m3 | 168.20000 262392.00| | CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-02240 1342.000 m2 | 8.00000 10736.00| | PAVEMENT, REMOVE | | | 0007 202-02278 1180.000 m | 12.50000 14750.00| | CURB, CONCRETE, REMOVE | | | 0008 202-05571 20.000 EACH| 850.00000 17000.00| | TESTING FOR WASTES , C | | | 0009 202-52710 1240.000 m2 | 4.20000 5208.00| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 10484.000 m2 | 1.35000 14153.40| | SURFACE MILLING, ASPHALT | | | 0011 202-60822 1000.000 m2 | 1.60000 1600.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02000 2518.000 m3 | 25.00000 62950.00| | EXCAVATION, COMMON | | | 0013 205-06937 125.000 m | 6.55000 818.75| | TEMPORARY SILT FENCE | | | 0014 211-02060 18.700 m3 | 15.00000 280.50| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04075 4.000 Mg | 55.00000 220.00| | COMPACTED AGGREGATE, O, 73 | | | 0016 303-52308 129.400 Mg | 45.00000 5823.00| | COMPACTED AGGREGATE, O, 53 | | | 0017 401-05437 2588.000 Mg | 55.00000 142340.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 1867.000 Mg | 43.00000 80281.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 1045.000 Mg | 49.00000 51205.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0021 402-05495 230.000 Mg | 46.00000 10580.00| | HMA WEDGE AND LEVEL | | | 0022 405-05518 313.000 m2 | 1.50000 469.50| | ASPHALT FOR PRIME COAT | | | 0023 406-05520 6.900 Mg | 199.00000 1373.10| | ASPHALT FOR TACK COAT | | | 0024 604-06069 351.000 m2 | 59.00000 20709.00| | CURB RAMP, CONCRETE | | | 0025 604-06070 827.000 m2 | 53.00000 43831.00| | SIDEWALK, CONCRETE | | | 0026 605-06120 220.000 m | 49.00000 10780.00| | CURB, CONCRETE | | | 0027 605-06140 938.000 m | 45.00000 42210.00| | CURB AND GUTTER, CONCRETE | | | 0028 605-06215 153.000 m | 150.00000 22950.00| | CENTER CURB, D, CONCRETE | | | 0029 610-05527 29.200 Mg | 101.00000 2949.20| | HMA FOR APPROACHES | | | 0030 611-05330 94.900 m2 | 90.00000 8541.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 611-95728 476.400 m2 | 110.00000 52404.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0032 615-06490 65.000 EACH| 103.00000 6695.00| | RIGHT OF WAY MARKER | | | 0033 615-06500 4.000 EACH| 675.00000 2700.00| | MONUMENT, A | | | 0034 621-01004 2.000 EACH| 585.00000 1170.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02363 600.000 m2 | 1.56000 936.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0036 621-06567 4.000 kL | 0.55000 2.20| | WATER | | | 0037 621-06574 1132.000 m2 | 12.00000 13584.00| | SODDING | | | 0038 702-94656 2.000 m3 | 800.00000 1600.00| | CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05146 2.000 m | 65.00000 130.00| | PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0040 715-05149 505.000 m | 250.00000 126250.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05151 18.000 m | 323.00000 5814.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 11.000 m | 368.00000 4048.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05711 19.000 m | 330.00000 6270.00| | PIPE, SANITARY SEWER, 150 mm | | | 0044 720-44000 10.000 EACH| 350.00000 3500.00| | CASTING, ADJUST TO GRADE | | | 0045 720-44296 1.000 EACH| 150.00000 150.00| | CAP INLET | | | 0046 720-45045 12.000 EACH| 1700.00000 20400.00| | INLET, J10 | | | 0047 720-45055 4.000 EACH| 1750.00000 7000.00| | INLET, M10 | | | 0048 720-45080 4.000 EACH| 2300.00000 9200.00| | INLET, S14 | | | 0049 720-45085 2.000 EACH| 2350.00000 4700.00| | INLET, T14 | | | 0050 720-45250 9.000 EACH| 2200.00000 19800.00| | CATCH BASIN, K10 | | | 0051 720-45340 1.000 EACH| 2300.00000 2300.00| | CATCH BASIN, J10, MODIFIED | | | 0052 720-45510 2.000 EACH| 5000.00000 10000.00| | MANHOLE, C4, MODIFIED | | | 0053 720-90768 4.000 EACH| 3300.00000 13200.00| | CATCH BASIN, S14 | | | 0054 720-95422 4.000 EACH| 8000.00000 32000.00| | MANHOLE, J4 | | | 0055 801-06207 4720.000 m | 2.68000 12649.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0056 801-06211 5.000 EACH| 45.00000 225.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0057 801-06212 4.000 EACH| 65.00000 260.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06218 44.000 m | 16.13000 709.72| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0059 801-06640 22.000 EACH| 110.00000 2420.00| | CONSTRUCTION SIGN, A | | | 0060 801-06645 2.000 EACH| 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0061 801-06710 270.000 DAY | 19.00000 5130.00| | FLASHING ARROW SIGN | | | 0062 801-06775 LUMP| 28000.00000 28000.00| | MAINTAINING TRAFFIC | | | 0063 802-05701 113.900 m | 32.80000 3735.92| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE , TYPE 1 | | | 0064 802-05702 51.900 m | 36.08000 1872.55| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 16.420 m2 | 113.02000 1855.79| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0066 802-76035 12.960 m2 | 118.41000 1534.59| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0067 802-76045 2.980 m2 | 150.69000 449.06| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0068 805-01815 4.000 EACH| 1500.00000 6000.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0069 805-01842 8.000 EACH| 480.00000 3840.00| | HANDHOLE, SIGNAL | | | 0070 805-02087 LUMP| 500.00000 500.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0071 805-02152 8.000 EACH| 450.00000 3600.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0076 805-06592 199.000 m | 26.24000 5221.76| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0077 805-78100 1.000 EACH| 7500.00000 7500.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78205 4.000 EACH| 600.00000 2400.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0079 805-78230 5.000 EACH| 975.00000 4875.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0080 805-78370 8.000 EACH| 100.00000 800.00| | PEDESTRIAN PUSH BUTTON | | | 0081 805-78415 4.000 EACH| 1100.00000 4400.00| | SPAN, CATENARY, AND TETHER | | | 0082 805-78420 4.000 EACH| 250.00000 1000.00| | DISCONNECT HANGER | | | 0083 805-78445 1.000 EACH| 400.00000 400.00| | SIGNAL SERVICE | | | 0084 805-78467 20.000 m | 3.94000 78.80| | SIGNAL CABLE, 3C 8GA. | | | 0085 805-78480 414.000 m | 1.97000 815.58| | SIGNAL CABLE, 3C 14GA. | | | 0086 805-78485 288.000 m | 2.46000 708.48| | SIGNAL CABLE, 5C 14GA. | | | 0087 805-78490 187.000 m | 3.28000 613.36| | SIGNAL CABLE, 7C 14GA. | | | 0088 805-78925 1.000 EACH| 550.00000 550.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0089 805-81060 4.000 EACH| 3400.00000 13600.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0090 805-86805 1.000 EACH| 1250.00000 1250.00| | SERVICE POINT, I | | | 0091 805-87746 40.000 m | 6.56000 262.40| | AERIAL CABLE, TRIPLEX | | | 0092 805-93027 2.000 EACH| 850.00000 1700.00| | MAST ARM, 6.1 m | | | 0093 805-96197 25.000 m | 0.98000 24.50| | WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 10 | | | COPPER STRANDED, 1/C | | | 0094 807-86615 2.000 EACH| 325.00000 650.00| | LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0095 808-06701 258.000 m | 1.50000 387.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 109 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,074,773.33 ROUTE : US 33 CALL ORDER : 109 CONTRACT ID : R -25497-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-06703 248.000 m | 1.50000 372.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0097 808-75240 168.000 m | 1.50000 252.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0098 808-75245 1138.000 m | 1.50000 1707.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0099 808-75297 75.000 m | 12.00000 900.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0100 808-75300 298.000 m | 4.50000 1341.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0101 808-75320 13.000 EACH| 65.00000 845.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0102 808-75325 12.000 EACH| 89.00000 1068.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0103 808-95638 186.000 m2 | 5.00000 930.00| | CENTER CURB PAINTING | | | 0104 213-52830 358.300 m3 | 65.00000 23289.50| | FLOWABLE MORTAR | | | 0105 202-98370 2.000 EACH| 1500.00000 3000.00| | POLE, REMOVE | | | 0106 805-78470 1112.000 m | 0.66000 733.92| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0107 805-78510 757.000 m | 2.62000 1983.34| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0108 805-78785 9.000 EACH| 350.00000 3150.00| | SIGNAL DETECTOR HOUSING | | | 0109 805-78795 371.000 m | 26.24000 9735.04| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-92504 9.000 EACH| 200.00000 1800.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0111 211-02050 1560.000 m3 | 24.60000 38376.00| | B BORROW | | | SECTION TOTALS | $ 1,525,705.56| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,525,705.56| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 669,999.45 ROUTE : SR 10 CALL ORDER : 111 CONTRACT ID : R -25498-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1881012 1881012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 659,659.34 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 759,697.16 115.1650% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 11000.00000 11000.00| 14500.00000 14500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 4430.00000 17720.00| 2200.00000 8800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 33000.00000 33000.00| 37500.00000 37500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13000.00000 13000.00| 12500.00000 12500.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 681.500 m2 | 4.30000 2930.45| 5.50000 3748.25| SURFACE MILLING, ASPHALT | | | 0006 203-02000 3200.000 m3 | 18.00000 57600.00| 24.00000 76800.00| EXCAVATION, COMMON | | | 0007 205-02224 2516.000 m | 5.40000 13586.40| 5.50000 13838.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02231 9.000 m | 55.00000 495.00| 100.00000 900.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02234 3.000 EACH| 65.00000 195.00| 70.00000 210.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 20.500 m3 | 40.00000 820.00| 30.00000 615.00| B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 4732.000 Mg | 15.50000 73346.00| 18.00000 85176.00| COMPACTED AGGREGATE, O, 53 | | | 0012 303-98541 400.000 Mg | 21.00000 8400.00| 25.00000 10000.00| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0013 402-05468 4183.000 Mg | 40.00000 167320.00| 44.00000 184052.00| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 669,999.45 ROUTE : SR 10 CALL ORDER : 111 CONTRACT ID : R -25498-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05474 1643.000 Mg | 45.00000 73935.00| 52.00000 85436.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 1478.000 Mg | 50.00000 73900.00| 55.00000 81290.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 405-05517 2.700 Mg | 800.00000 2160.00| 700.00000 1890.00| ASPHALT FOR PRIME COAT | | | 0017 406-05520 8.100 Mg | 650.00000 5265.00| 500.00000 4050.00| ASPHALT FOR TACK COAT | | | 0018 604-91531 73.600 m2 | 55.00000 4048.00| 60.00000 4416.00| SIDEWALK, CONCRETE, 100 mm | | | 0019 605-06145 271.000 m | 50.00000 13550.00| 60.00000 16260.00| CURB AND GUTTER, B, CONCRETE | | | 0020 605-94082 1.000 EACH| 800.00000 800.00| 1400.00000 1400.00| CURB TURNOUT, CONCRETE | | | 0021 610-05527 261.900 Mg | 60.00000 15714.00| 75.00000 19642.50| HMA FOR APPROACHES | | | 0022 611-06497 7.000 EACH| 115.00000 805.00| 130.00000 910.00| MAILBOX ASSEMBLY, SINGLE | | | 0023 611-06498 1.000 EACH| 120.00000 120.00| 140.00000 140.00| MAILBOX ASSEMBLY, DOUBLE | | | 0024 615-06490 23.000 EACH| 105.00000 2415.00| 120.00000 2760.00| RIGHT OF WAY MARKER | | | 0025 615-06505 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| MONUMENT, B | | | 0026 615-06527 1.000 EACH| 750.00000 750.00| 750.00000 750.00| MONUMENT, SECTION CORNER | | | 0027 621-01004 2.000 EACH| 400.00000 800.00| 475.00000 950.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 m2 | 3.00000 3000.00| 0.60000 600.00| MULCHED SEEDING, R | | | 0029 621-06575 4105.000 m2 | 5.00000 20525.00| 3.80000 15599.00| SODDING, NURSERY | | | 0030 715-05169 32.000 m | 80.00000 2560.00| 125.00000 4000.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0031 715-46005 6.000 EACH| 220.00000 1320.00| 350.00000 2100.00| PIPE END SECTION, 375 mm | | | 0032 801-06640 14.000 EACH| 85.00000 1190.00| 93.00000 1302.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 7500.00000 7500.00| 34000.00000 34000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 669,999.45 ROUTE : SR 10 CALL ORDER : 111 CONTRACT ID : R -25498-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 802-05701 41.500 m | 25.00000 1037.50| 30.00000 1245.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0035 802-76025 1.790 m2 | 150.00000 268.50| 170.00000 304.30| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0036 802-76035 5.890 m2 | 160.00000 942.40| 180.00000 1060.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0037 805-01815 2.000 EACH| 1600.00000 3200.00| 1800.00000 3600.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0038 805-78010 1.000 EACH| 1000.00000 1000.00| 1100.00000 1100.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0039 805-78190 4.000 EACH| 260.00000 1040.00| 300.00000 1200.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0040 805-78195 4.000 EACH| 340.00000 1360.00| 385.00000 1540.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0041 805-78415 1.000 EACH| 1250.00000 1250.00| 1400.00000 1400.00| SPAN, CATENARY, AND TETHER | | | 0042 805-78420 1.000 EACH| 300.00000 300.00| 320.00000 320.00| DISCONNECT HANGER | | | 0043 805-78467 10.000 m | 4.50000 45.00| 5.00000 50.00| SIGNAL CABLE, 3C 8GA. | | | 0044 805-78480 78.600 m | 3.50000 275.10| 4.00000 314.40| SIGNAL CABLE, 3C 14GA. | | | 0045 805-78485 35.300 m | 3.80000 134.14| 4.20000 148.26| SIGNAL CABLE, 5C 14GA. | | | 0046 805-78490 32.300 m | 4.50000 145.35| 5.00000 161.50| SIGNAL CABLE, 7C 14GA. | | | 0047 805-81032 2.000 EACH| 3200.00000 6400.00| 3500.00000 7000.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0048 805-86805 1.000 EACH| 1600.00000 1600.00| 1700.00000 1700.00| SERVICE POINT, I | | | 0049 808-06703 92.000 m | 1.25000 115.00| 1.43000 131.56| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0050 808-06713 2564.000 m | 0.40000 1025.60| 0.48000 1230.72| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-75245 1480.000 m | 1.25000 1850.00| 1.43000 2116.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 669,999.45 ROUTE : SR 10 CALL ORDER : 111 CONTRACT ID : R -25498-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75297 16.200 m | 7.00000 113.40| 8.58000 139.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0053 808-75320 15.000 EACH| 42.00000 630.00| 49.26000 738.90| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0054 808-75325 15.000 EACH| 85.00000 1275.00| 99.77000 1496.55| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0055 808-92027 987.000 m | 2.50000 2467.50| 2.96000 2921.52| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0056 808-99176 145.000 m | 7.00000 1015.00| 8.58000 1244.10| LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | SECTION TOTALS | $ 659,659.34| $ 759,697.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 659,659.34| $ 759,697.16| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B176014 B176014 B176014 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 9,664,408.86 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 11,185,404.04 115.7381% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 11,469,400.00 118.6766% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 11,729,113.40 121.3640% ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 160000.00000 160000.00| 125000.00000 125000.00| 153600.00000 153600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 2000.00000 36000.00| 2500.00000 45000.00| 1825.00000 32850.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 483220.00000 483220.00| 480000.00000 480000.00| 572000.00000 572000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 246964.00000 246964.00| 218000.00000 218000.00| 341115.40000 341115.40 CLEARING RIGHT OF WAY | | | 0005 202-01261 6.000 EACH| 150.00000 900.00| 150.00000 900.00| 1000.00000 6000.00 TESTING FOR ASBESTOS | | | 0006 202-02240 26137.000 m2 | 4.26000 111343.62| 5.70000 148980.90| 8.65000 226085.05 PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE | | | 0008 202-51328 LUMP| 44221.22000 44221.22| 44000.00000 44000.00| 54225.00000 54225.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 1 | | | 0009 202-51330 LUMP| 181313.91000 181313.91| 181000.00000 181000.00| 140000.00000 140000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 202-74050 1.000 EACH| 96.40000 96.40| 100.00000 100.00| 75.00000 75.00 SIGN, OVERHEAD, REMOVE | | | 0011 202-74070 8.000 EACH| 335.60000 2684.80| 336.00000 2688.00| 1000.00000 8000.00 OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-78515 LUMP| 2146.18000 2146.18| 2150.00000 2150.00| 1000.00000 1000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 203-02000 40876.000 m3 | 7.23000 295533.48| 12.05000 492555.80| 10.90000 445548.40 EXCAVATION, COMMON | | | 0015 203-02070 39902.000 m3 | 0.01000 399.02| 13.88000 553839.76| 8.00000 319216.00 BORROW | | | 0016 205-02224 3148.000 m | 5.00000 15740.00| 4.95000 15582.60| 4.92000 15488.16 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02227 1234.000 m | 1.00000 1234.00| 24.45000 30171.30| 8.70000 10735.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0018 205-02229 185.000 m | 10.00000 1850.00| 7.06000 1306.10| 7.06000 1306.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02231 76.500 m | 0.01000 0.77| 57.50000 4398.75| 62.00000 4743.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0020 205-02234 3.000 EACH| 60.00000 180.00| 60.00000 180.00| 65.00000 195.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0021 205-02236 44.000 EACH| 50.00000 2200.00| 50.00000 2200.00| 54.00000 2376.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 205-02237 119.000 EACH| 10.00000 1190.00| 30.00000 3570.00| 30.00000 3570.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0023 205-06931 8.000 Mg | 50.00000 400.00| 30.00000 240.00| 39.00000 312.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 3.000 EACH| 50.00000 150.00| 50.00000 150.00| 50.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 396.000 Mg | 0.01000 3.96| 31.30000 12394.80| 26.70000 10573.20 TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 1330.000 m | 5.00000 6650.00| 4.92000 6543.60| 4.92000 6543.60 TEMPORARY SILT FENCE | | | 0027 205-06938 68.500 m | 30.00000 2055.00| 40.00000 2740.00| 32.00000 2192.00 TEMPORARY SLOPE DRAIN | | | 0028 206-51220 602.000 m3 | 29.30000 17638.60| 29.30000 17638.60| 220.00000 132440.00 EXCAVATION, WET | | | 0029 206-51225 2008.300 m3 | 13.18000 26469.39| 13.18000 26469.39| 17.30000 34743.59 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 211-02050 1239.000 m3 | 19.50000 24160.50| 26.80000 33205.20| 10.00000 12390.00 B BORROW | | | 0031 211-02060 11498.000 m3 | 15.95000 183393.10| 26.80000 308146.40| 17.15000 197190.70 B BORROW FOR STRUCTURE BACKFILL | | | 0033 303-52308 2132.200 Mg | 23.10000 49253.82| 19.50000 41577.90| 18.65000 39765.53 COMPACTED AGGREGATE, O, 53 | | | 0034 303-90466 9589.000 Mg | 14.33000 137410.37| 7.50000 71917.50| 7.05000 67602.45 SUBBALLAST | | | 0035 303-92491 5866.000 Mg | 7.82000 45872.12| 7.45000 43701.70| 9.00000 52794.00 BALLAST | | | 0036 304-04403 18432.000 m3 | 34.88000 642908.16| 28.50000 525312.00| 41.25000 760320.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0037 305-05206 4450.000 Mg | 34.80000 154860.00| 59.80000 266110.00| 43.25000 192462.50 WIDENING WITH HMA | | | 0038 402-05495 1450.000 Mg | 24.25000 35162.50| 36.00000 52200.00| 41.25000 59812.50 HMA WEDGE AND LEVEL | | | 0039 406-05520 4.182 Mg | 180.00000 752.76| 180.00000 752.76| 190.00000 794.58 ASPHALT FOR TACK COAT | | | 0040 501-05240 16000.000 m | 16.24000 259840.00| 26.00000 416000.00| 16.00000 256000.00 CONTRACTION JOINT, D1 | | | 0041 501-06266 LUMP| 4500.00000 4500.00| 9000.00000 9000.00| 10000.00000 10000.00 PROFILOGRAPH, PCCP | | | 0042 501-06324 67854.000 m2 | 34.20000 2320606.80| 40.75000 2765050.50| 39.95000 2710767.30 QC/QA PCCP, 325 mm | | | 0043 501-06727 LUMP| 3200.00000 3200.00| 1800.00000 1800.00| 1800.00000 1800.00 CORING, PCCP | | | 0044 503-03489 9.000 EACH| 15.00000 135.00| 20.00000 180.00| 75.00000 675.00 RETROFITTED TIE BARS | | | 0045 503-05310 50.600 m | 279.50000 14142.70| 195.00000 9867.00| 315.00000 15939.00 TERMINAL JOINT | | | 0047 601-04746 4.000 EACH| 4200.00000 16800.00| 4200.00000 16800.00| 6000.00000 24000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0048 601-94689 4.000 EACH| 1895.00000 7580.00| 2032.16000 8128.64| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS | | | 0049 601-99105 60.980 m | 32.50000 1981.85| 34.85000 2125.15| 50.00000 3049.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 602-06639 141.000 m | 67.29000 9487.89| 70.00000 9870.00| 105.00000 14805.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0051 602-06729 2.000 EACH| 7.00000 14.00| 100.00000 200.00| 7.00000 14.00 BARRIER DELINEATOR | | | 0052 604-06069 262.000 m2 | 53.60000 14043.20| 46.00000 12052.00| 66.15000 17331.30 CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 604-44251 3.400 m3 | 1330.00000 4522.00| 750.00000 2550.00| 635.00000 2159.00 STEPS, CONCRETE | | | 0054 604-91531 795.000 m2 | 29.80000 23691.00| 30.00000 23850.00| 30.50000 24247.50 SIDEWALK, CONCRETE, 100 mm | | | 0055 605-05523 2.400 m | 165.00000 396.00| 100.00000 240.00| 190.00000 456.00 CURB, HMA | | | 0056 605-06095 602.600 m | 21.40000 12895.64| 26.00000 15667.60| 38.20000 23019.32 CURB, INTEGRAL, B, CONCRETE | | | 0057 605-06100 4280.000 m | 23.75000 101650.00| 26.50000 113420.00| 33.00000 141240.00 CURB, INTEGRAL, C, CONCRETE | | | 0058 605-06120 392.000 m | 58.15000 22794.80| 35.00000 13720.00| 52.25000 20482.00 CURB, CONCRETE | | | 0059 605-06250 416.500 m2 | 59.30000 24698.45| 62.00000 25823.00| 41.60000 17326.40 CENTER CURB, C, CONCRETE | | | 0060 610-05527 159.700 Mg | 73.50000 11737.95| 113.50000 18125.95| 74.00000 11817.80 HMA FOR APPROACHES | | | 0061 610-06261 478.600 m2 | 68.77000 32913.32| 69.00000 33023.40| 62.80000 30056.08 REINFORCED CONCRETE BRIDGE APPROACH, | | | 325 mm | | | 0062 611-05330 4074.100 m2 | 37.55000 152982.46| 36.00000 146667.60| 32.80000 133630.48 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0063 611-06497 37.000 EACH| 115.00000 4255.00| 115.00000 4255.00| 115.00000 4255.00 MAILBOX ASSEMBLY, SINGLE | | | 0064 614-92148 981.000 m | 136.00000 133416.00| 130.00000 127530.00| 129.35000 126892.35 RAILROAD TRACK , INSTALL | | | 0065 615-06490 105.000 EACH| 119.00000 12495.00| 119.00000 12495.00| 119.00000 12495.00 RIGHT OF WAY MARKER | | | 0066 615-06515 8.000 EACH| 75.00000 600.00| 118.00000 944.00| 118.00000 944.00 MONUMENT, D | | | 0067 616-02320 2356.000 m2 | 1.00000 2356.00| 3.05000 7185.80| 2.30000 5418.80 GEOTEXTILES | | | 0068 616-05688 286.000 Mg | 42.47000 12146.42| 29.00000 8294.00| 58.15000 16630.90 RIPRAP, CLASS 1 | | | 0069 616-06405 404.000 Mg | 27.00000 10908.00| 22.15000 8948.60| 49.35000 19937.40 RIPRAP, REVETMENT | | | 0070 621-01004 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 650.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-01882 170.000 kg | 3.50000 595.00| 3.50000 595.00| 3.50000 595.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 621-06545 2.990 Mg | 734.00000 2194.66| 734.00000 2194.66| 734.00000 2194.66 FERTILIZER | | | 0073 621-06545 0.220 Mg | 734.00000 161.48| 734.00000 161.48| 734.00000 161.48 FERTILIZER TEMPORARY | | | 0074 621-06548 16.000 kg | 49.50000 792.00| 49.50000 792.00| 49.50000 792.00 SEED MIXTURE, CV | | | 0075 621-06554 576.000 kg | 8.88000 5114.88| 9.00000 5184.00| 8.88000 5114.88 SEED MIXTURE, U | | | 0076 621-06565 14.800 Mg | 560.00000 8288.00| 560.00000 8288.00| 560.00000 8288.00 MULCHING MATERIAL | | | 0077 621-06567 477.000 kL | 0.55000 262.35| 0.55000 262.35| 0.55000 262.35 WATER | | | 0078 621-06574 26892.000 m2 | 3.22000 86592.24| 2.95000 79331.40| 2.93000 78793.56 SODDING | | | 0079 701-96089 1791.000 m | 103.25000 184920.75| 103.25000 184920.75| 101.67000 182090.97 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0080 702-01724 553.000 m3 | 246.08000 136082.24| 247.00000 136591.00| 205.66000 113729.98 CONCRETE, C, FOOTINGS | | | 0081 702-51005 173.900 m3 | 489.49000 85122.31| 490.00000 85211.00| 536.00000 93210.40 CONCRETE, A, SUBSTRUCTURE | | | 0082 702-51015 202.400 m3 | 480.06000 97164.14| 481.00000 97354.40| 281.50000 56975.60 CONCRETE, B, FOOTINGS | | | 0083 702-51863 280.000 EACH| 8.00000 2240.00| 8.00000 2240.00| 9.75000 2730.00 FIELD DRILLED HOLE IN CONCRETE | | | 0084 702-92857 762.900 m3 | 348.10000 265565.49| 350.00000 267015.00| 293.00000 223529.70 CONCRETE, C, SUBSTRUCTURE | | | 0085 703-51030 60184.000 kg | 1.12000 67406.08| 1.15000 69211.60| 1.10000 66202.40 REINFORCING STEEL | | | 0086 703-51032 44014.000 kg | 1.34000 58978.76| 1.35000 59418.90| 1.20000 52816.80 REINFORCING STEEL, EPOXY COATED | | | 0087 703-97936 341.000 EACH| 11.17000 3808.97| 12.00000 4092.00| 15.15000 5166.15 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0088 704-51002 134.000 m3 | 388.59000 52071.06| 390.00000 52260.00| 515.00000 69010.00 CONCRETE, C, SUPERSTRUCTURE | | | 0089 706-51020 11.400 m3 | 635.00000 7239.00| 635.00000 7239.00| 595.00000 6783.00 CONCRETE, C, RAILING | | | 0090 707-05984 77.084 m | 315.22000 24298.42| 316.00000 24358.54| 300.00000 23125.20 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0091 709-51821 LUMP| 4051.43000 4051.43| 4055.00000 4055.00| 4800.00000 4800.00 SURFACE SEAL STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 711-02843 1.000 EACH| 11430.00000 11430.00| 11000.00000 11000.00| 10885.00000 10885.00 TURNOUT, NO. 10 , INSTALL | | | 0095 714-96642 LUMP| 55236.90000 55236.90| 60000.00000 60000.00| 205000.00000 205000.00 TEMPORARY RETAINING WALL , STR. NO. 2 | | | 0096 715-02628 1.000 EACH| 370.00000 370.00| 336.00000 336.00| 350.00000 350.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0097 715-04855 1.000 EACH| 1100.00000 1100.00| 985.00000 985.00| 980.00000 980.00 PIPE END SECTION, 1050 mm | | | 0098 715-05021 25.000 m | 53.80000 1345.00| 99.00000 2475.00| 67.90000 1697.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0099 715-05048 5756.000 m | 6.56000 37759.36| 8.00000 46048.00| 8.30000 47774.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0100 715-05049 340.000 m | 9.20000 3128.00| 9.00000 3060.00| 13.11000 4457.40 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0101 715-05051 100.000 m | 10.65000 1065.00| 12.00000 1200.00| 19.15000 1915.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0102 715-05119 50.000 m | 60.00000 3000.00| 87.00000 4350.00| 99.50000 4975.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0103 715-05149 2014.800 m | 70.95000 142950.06| 79.00000 159169.20| 82.50000 166221.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0104 715-05151 506.000 m | 68.30000 34559.80| 86.00000 43516.00| 95.85000 48500.10 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0105 715-05152 384.000 m | 72.00000 27648.00| 91.00000 34944.00| 108.30000 41587.20 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0106 715-05153 482.000 m | 84.50000 40729.00| 108.00000 52056.00| 106.80000 51477.60 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0107 715-05154 267.000 m | 88.25000 23562.75| 119.00000 31773.00| 132.00000 35244.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0108 715-05156 130.000 m | 115.70000 15041.00| 147.00000 19110.00| 175.00000 22750.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0109 715-05159 269.000 m | 195.00000 52455.00| 221.00000 59449.00| 227.00000 61063.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0111 715-05407 119.000 m | 18.60000 2213.40| 19.00000 2261.00| 19.50000 2320.50 PIPE, END BENT DRAIN, 150 mm | | | 0112 715-46000 2.000 EACH| 240.00000 480.00| 250.00000 500.00| 245.00000 490.00 PIPE END SECTION, 300 mm | | | 0113 715-46005 6.000 EACH| 312.00000 1872.00| 325.00000 1950.00| 260.00000 1560.00 PIPE END SECTION, 375 mm | | | 0114 715-46015 1.000 EACH| 378.00000 378.00| 370.00000 370.00| 295.00000 295.00 PIPE END SECTION, 525 mm | | | 0115 718-52610 1374.000 m3 | 27.50000 37785.00| 26.00000 35724.00| 34.00000 46716.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 718-99153 18194.000 m2 | 0.80000 14555.20| 1.40000 25471.60| 1.40000 25471.60 GEOTEXTILES FOR UNDERDRAIN | | | 0117 720-04682 3.000 EACH| 6330.00000 18990.00| 4615.00000 13845.00| 6500.00000 19500.00 INLET , W10, MODIFIED | | | 0118 720-04682 9.000 EACH| 7500.00000 67500.00| 5500.00000 49500.00| 7440.00000 66960.00 INLET , Z10, MODIFIED | | | 0119 720-44000 40.000 EACH| 275.00000 11000.00| 275.00000 11000.00| 405.00000 16200.00 CASTING, ADJUST TO GRADE | | | 0120 720-44025 1.000 EACH| 425.00000 425.00| 475.00000 475.00| 720.00000 720.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0121 720-44296 8.000 EACH| 200.00000 1600.00| 630.00000 5040.00| 435.00000 3480.00 CAP INLET | | | 0122 720-45030 29.000 EACH| 910.00000 26390.00| 1030.00000 29870.00| 1300.00000 37700.00 INLET, E7 | | | 0123 720-45035 5.000 EACH| 925.00000 4625.00| 1040.00000 5200.00| 1360.00000 6800.00 INLET, F7 | | | 0124 720-45040 9.000 EACH| 1405.00000 12645.00| 1450.00000 13050.00| 2355.00000 21195.00 INLET, G7 | | | 0125 720-45045 66.000 EACH| 1140.00000 75240.00| 1165.00000 76890.00| 1520.00000 100320.00 INLET, J10 | | | 0126 720-45050 2.000 EACH| 1145.00000 2290.00| 1165.00000 2330.00| 1350.00000 2700.00 INLET, J11 | | | 0127 720-45055 16.000 EACH| 1180.00000 18880.00| 1165.00000 18640.00| 1555.00000 24880.00 INLET, M10 | | | 0128 720-45060 1.000 EACH| 1180.00000 1180.00| 1165.00000 1165.00| 1390.00000 1390.00 INLET, M11 | | | 0129 720-45275 1.000 EACH| 915.00000 915.00| 975.00000 975.00| 500.00000 500.00 PIPE CATCH BASIN, 600 mm | | | 0130 720-45410 24.000 EACH| 1465.00000 35160.00| 2010.00000 48240.00| 2205.00000 52920.00 MANHOLE, C4 | | | 0131 720-45415 8.000 EACH| 3315.00000 26520.00| 3465.00000 27720.00| 3970.00000 31760.00 MANHOLE, D4 | | | 0132 720-98174 4.000 EACH| 1590.00000 6360.00| 1715.00000 6860.00| 1925.00000 7700.00 INLET, B15 | | | 0133 720-98555 6.000 EACH| 1600.00000 9600.00| 1721.00000 10326.00| 1970.00000 11820.00 INLET, C15 | | | 0134 720-99349 2.000 EACH| 1595.00000 3190.00| 1715.00000 3430.00| 1925.00000 3850.00 INLET, B16 | | | 0135 720-99350 4.000 EACH| 1600.00000 6400.00| 1721.00000 6884.00| 1970.00000 7880.00 INLET, C16 | | | 0136 722-01807 331.000 m2 | 128.73000 42609.63| 130.00000 43030.00| 130.00000 43030.00 MEMBRANE WATERPROOFING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 731-93947 15.000 m | 304.13000 4561.95| 305.00000 4575.00| 705.00000 10575.00 LEVELING PAD, CONCRETE | | | 0138 801-04308 57.000 EACH| 700.00000 39900.00| 550.00000 31350.00| 567.00000 32319.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0139 801-06207 26000.000 m | 1.85000 48100.00| 3.00000 78000.00| 3.30000 85800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0140 801-06211 15.000 EACH| 100.00000 1500.00| 75.00000 1125.00| 160.00000 2400.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0141 801-06218 131.000 m | 19.50000 2554.50| 17.00000 2227.00| 1.05000 137.55 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0142 801-06605 135.000 EACH| 205.00000 27675.00| 210.00000 28350.00| 275.00000 37125.00 BARRICADE, IIIA | | | 0143 801-06606 6.000 EACH| 300.00000 1800.00| 220.00000 1320.00| 285.00000 1710.00 BARRICADE, IIIB | | | 0144 801-06625 27.000 EACH| 75.00000 2025.00| 88.00000 2376.00| 155.00000 4185.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0145 801-06640 55.000 EACH| 250.00000 13750.00| 240.00000 13200.00| 230.00000 12650.00 CONSTRUCTION SIGN, A | | | 0146 801-06645 17.000 EACH| 75.00000 1275.00| 45.00000 765.00| 67.00000 1139.00 CONSTRUCTION SIGN, B | | | 0147 801-06710 1000.000 DAY | 12.00000 12000.00| 14.00000 14000.00| 15.50000 15500.00 FLASHING ARROW SIGN | | | 0148 801-06775 LUMP| 100000.00000 100000.00| 58700.00000 58700.00| 122000.00000 122000.00 MAINTAINING TRAFFIC | | | 0149 801-94295 24.000 EACH| 201.88000 4845.12| 205.00000 4920.00| 150.00000 3600.00 SIGNAL HEAD, RELOCATE | | | 0150 802-02293 16.300 m3 | 914.09000 14899.67| 915.00000 14914.50| 500.00000 8150.00 CONCRETE, SIGN FOUNDATION | | | 0151 802-02310 1933.000 kg | 0.77000 1488.41| 0.80000 1546.40| 1.80000 3479.40 REINFORCING STEEL, SIGN FOUNDATION | | | 0152 802-04893 2.000 EACH| 97.60000 195.20| 98.00000 196.00| 80.00000 160.00 REFERENCE POST | | | 0153 802-05701 47.300 m | 32.78000 1550.49| 33.00000 1560.90| 27.00000 1277.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0154 802-05702 6.900 m | 28.22000 194.72| 29.00000 200.10| 22.00000 151.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 802-76025 2.025 m2 | 158.77000 321.51| 159.00000 321.98| 175.00000 354.38 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0156 802-76035 45.190 m2 | 148.01000 6688.57| 149.00000 6733.31| 130.00000 5874.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0157 802-76045 2.370 m2 | 180.41000 427.57| 181.00000 428.97| 170.00000 402.90 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0158 802-76125 7.000 EACH| 5634.34000 39440.38| 5600.00000 39200.00| 6500.00000 45500.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0159 802-91122 4.000 EACH| 145.20000 580.80| 146.00000 584.00| 35.00000 140.00 SIGN, GROUND MOUNTED, RESET reference | | | marker | | | 0160 805-01815 3.000 EACH| 1614.23000 4842.69| 1615.00000 4845.00| 1550.00000 4650.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0161 805-01842 7.000 EACH| 795.24000 5566.68| 800.00000 5600.00| 725.00000 5075.00 HANDHOLE, SIGNAL | | | 0162 805-01844 320.000 m | 44.32000 14182.40| 45.00000 14400.00| 24.00000 7680.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0163 805-78205 8.000 EACH| 589.91000 4719.28| 590.00000 4720.00| 725.00000 5800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0164 805-78230 3.000 EACH| 975.78000 2927.34| 976.00000 2928.00| 1250.00000 3750.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0165 805-78415 4.000 EACH| 1032.44000 4129.76| 1035.00000 4140.00| 1300.00000 5200.00 SPAN, CATENARY, AND TETHER | | | 0166 805-78420 4.000 EACH| 229.27000 917.08| 230.00000 920.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0167 805-78485 128.000 m | 8.23000 1053.44| 8.25000 1056.00| 3.50000 448.00 SIGNAL CABLE, 5C 14GA. | | | 0168 805-78490 297.000 m | 7.94000 2358.18| 8.00000 2376.00| 3.70000 1098.90 SIGNAL CABLE, 7C 14GA. | | | 0169 805-78510 910.000 m | 3.64000 3312.40| 3.65000 3321.50| 3.00000 2730.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0170 805-78784 11.000 EACH| 122.09000 1342.99| 123.00000 1353.00| 180.00000 1980.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0171 805-81032 3.000 EACH| 2090.52000 6271.56| 2100.00000 6300.00| 3500.00000 10500.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0184 808-95933 520.000 m | 2.00000 1040.00| 2.00000 1040.00| 1.20000 624.00 CURB PAINTING, YELLOW | | | 0186 215-07043 73725.000 m2 | 3.20000 235920.00| 3.20000 235920.00| 2.85000 210116.25 CHEMICAL MODIFICATION, SOILS | | | 0187 601-01522 4.000 EACH| 1060.00000 4240.00| 1060.00000 4240.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0188 706-05732 4.000 EACH| 1417.92000 5671.68| 1500.00000 6000.00| 1625.00000 6500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0189 702-51090 60.000 kg | 22.29000 1337.40| 23.00000 1380.00| 32.50000 1950.00 BRONZE PLATES | | | 0190 703-01540 32.000 EACH| 11.18000 357.76| 12.00000 384.00| 18.40000 588.80 THREADED TIE BAR ASSEMBLY | | | 0191 731-93945 36.000 m2 | 464.14000 16709.04| 465.00000 16740.00| 455.00000 16380.00 FACE PANELS, CONCRETE | | | 0192 731-93946 36.000 m2 | 111.19000 4002.84| 112.00000 4032.00| 157.00000 5652.00 WALL ERECTION | | | 0193 808-06800 511.000 m | 20.00000 10220.00| 20.00000 10220.00| 20.00000 10220.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0194 808-74807 50.000 EACH| 175.00000 8750.00| 150.00000 7500.00| 150.00000 7500.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0195 808-74808 37.000 EACH| 180.00000 6660.00| 175.00000 6475.00| 175.00000 6475.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0196 808-06848 9.000 m | 20.00000 180.00| 30.00000 270.00| 30.00000 270.00 LINE, EPOXY, DOTTED, WHITE, 100 mm, | | | 600m LINE, 1200 mm GAP | | | 0197 808-03631 2054.000 m | 1.45000 2978.30| 1.80000 3697.20| 1.80000 3697.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0198 808-05534 190.000 m | 2.90000 551.00| 4.00000 760.00| 4.00000 760.00 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0199 808-03632 6220.000 m | 1.45000 9019.00| 1.80000 11196.00| 1.80000 11196.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0200 808-03002 1748.000 m | 1.45000 2534.60| 1.80000 3146.40| 1.80000 3146.40 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0201 808-04896 1357.000 m | 1.45000 1967.65| 1.80000 2442.60| 1.80000 2442.60 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0202 808-74805 149.000 m | 20.00000 2980.00| 20.00000 2980.00| 20.00000 2980.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-0999231 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 808-05535 37.000 m | 20.00000 740.00| 20.00000 740.00| 20.00000 740.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0204 808-98000 214.000 m | 2.90000 620.60| 4.00000 856.00| 4.00000 856.00 LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0205 202-03000 LUMP| 500.00000 500.00| 6500.00000 6500.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0206 202-03000 LUMP| 500.00000 500.00| 500.00000 500.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0207 202-03000 LUMP| 11970.00000 11970.00| 5500.00000 5500.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0208 202-03000 LUMP| 50.00000 50.00| 500.00000 500.00| 2150.00000 2150.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0209 202-03000 LUMP| 50.00000 50.00| 500.00000 500.00| 2150.00000 2150.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0210 202-03000 LUMP| 50.00000 50.00| 1000.00000 1000.00| 4350.00000 4350.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0211 202-03000 LUMP| 50.00000 50.00| 950.00000 950.00| 2150.00000 2150.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 33 | | | 0212 202-03000 LUMP| 0.01000 0.01| 750.00000 750.00| 4350.00000 4350.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 47 | | | 0213 202-03000 LUMP| 500.00000 500.00| 1500.00000 1500.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0214 202-03000 LUMP| 50.00000 50.00| 1000.00000 1000.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 60 | | | 0215 711-51038 LUMP| 849931.76000 849931.76| 850000.00000 850000.00| 869000.00000 869000.00 STRUCTURAL STEEL | | | SECTION TOTALS | $ 9,664,408.86| $ 11,185,404.04| $ 11,469,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,664,408.86| $ 11,185,404.04| $ 11,469,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 200000.00000 200000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 2200.00000 39600.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 589700.00000 589700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 353800.00000 353800.00| | CLEARING RIGHT OF WAY | | | 0005 202-01261 6.000 EACH| 550.00000 3300.00| | TESTING FOR ASBESTOS | | | 0006 202-02240 26137.000 m2 | 9.00000 235233.00| | PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 2500.00000 2500.00| | HOUSES AND BUILDINGS, REMOVE | | | 0008 202-51328 LUMP| 65000.00000 65000.00| | PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 1 | | | 0009 202-51330 LUMP| 100000.00000 100000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0010 202-74050 1.000 EACH| 250.00000 250.00| | SIGN, OVERHEAD, REMOVE | | | 0011 202-74070 8.000 EACH| 450.00000 3600.00| | OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0012 202-78515 LUMP| 2500.00000 2500.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 203-02000 40876.000 m3 | 14.50000 592702.00| | EXCAVATION, COMMON | | | 0015 203-02070 39902.000 m3 | 10.25000 408995.50| | BORROW | | | 0016 205-02224 3148.000 m | 5.00000 15740.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02227 1234.000 m | 8.25000 10180.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0018 205-02229 185.000 m | 7.25000 1341.25| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02231 76.500 m | 60.00000 4590.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0020 205-02234 3.000 EACH| 60.00000 180.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0021 205-02236 44.000 EACH| 50.00000 2200.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0022 205-02237 119.000 EACH| 30.00000 3570.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0023 205-06931 8.000 Mg | 50.00000 400.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 3.000 EACH| 55.00000 165.00| | TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 396.000 Mg | 8.00000 3168.00| | TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 1330.000 m | 5.00000 6650.00| | TEMPORARY SILT FENCE | | | 0027 205-06938 68.500 m | 30.00000 2055.00| | TEMPORARY SLOPE DRAIN | | | 0028 206-51220 602.000 m3 | 225.00000 135450.00| | EXCAVATION, WET | | | 0029 206-51225 2008.300 m3 | 30.00000 60249.00| | EXCAVATION, DRY | | | 0030 211-02050 1239.000 m3 | 20.00000 24780.00| | B BORROW | | | 0031 211-02060 11498.000 m3 | 20.00000 229960.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0033 303-52308 2132.200 Mg | 20.00000 42644.00| | COMPACTED AGGREGATE, O, 53 | | | 0034 303-90466 9589.000 Mg | 10.00000 95890.00| | SUBBALLAST | | | 0035 303-92491 5866.000 Mg | 7.50000 43995.00| | BALLAST | | | 0036 304-04403 18432.000 m3 | 29.00000 534528.00| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0037 305-05206 4450.000 Mg | 50.00000 222500.00| | WIDENING WITH HMA | | | 0038 402-05495 1450.000 Mg | 40.00000 58000.00| | HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 406-05520 4.182 Mg | 200.00000 836.40| | ASPHALT FOR TACK COAT | | | 0040 501-05240 16000.000 m | 26.50000 424000.00| | CONTRACTION JOINT, D1 | | | 0041 501-06266 LUMP| 9500.00000 9500.00| | PROFILOGRAPH, PCCP | | | 0042 501-06324 67854.000 m2 | 41.00000 2782014.00| | QC/QA PCCP, 325 mm | | | 0043 501-06727 LUMP| 2000.00000 2000.00| | CORING, PCCP | | | 0044 503-03489 9.000 EACH| 50.00000 450.00| | RETROFITTED TIE BARS | | | 0045 503-05310 50.600 m | 325.00000 16445.00| | TERMINAL JOINT | | | 0047 601-04746 4.000 EACH| 7000.00000 28000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0048 601-94689 4.000 EACH| 2100.00000 8400.00| | GUARDRAIL END TREATMENT, OS | | | 0049 601-99105 60.980 m | 34.00000 2073.32| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 602-06639 141.000 m | 60.00000 8460.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0051 602-06729 2.000 EACH| 15.00000 30.00| | BARRIER DELINEATOR | | | 0052 604-06069 262.000 m2 | 51.00000 13362.00| | CURB RAMP, CONCRETE | | | 0053 604-44251 3.400 m3 | 775.00000 2635.00| | STEPS, CONCRETE | | | 0054 604-91531 795.000 m2 | 35.00000 27825.00| | SIDEWALK, CONCRETE, 100 mm | | | 0055 605-05523 2.400 m | 200.00000 480.00| | CURB, HMA | | | 0056 605-06095 602.600 m | 29.50000 17776.70| | CURB, INTEGRAL, B, CONCRETE | | | 0057 605-06100 4280.000 m | 28.25000 120910.00| | CURB, INTEGRAL, C, CONCRETE | | | 0058 605-06120 392.000 m | 36.00000 14112.00| | CURB, CONCRETE | | | 0059 605-06250 416.500 m2 | 60.00000 24990.00| | CENTER CURB, C, CONCRETE | | | 0060 610-05527 159.700 Mg | 75.00000 11977.50| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 610-06261 478.600 m2 | 65.00000 31109.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 325 mm | | | 0062 611-05330 4074.100 m2 | 41.00000 167038.10| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0063 611-06497 37.000 EACH| 160.00000 5920.00| | MAILBOX ASSEMBLY, SINGLE | | | 0064 614-92148 981.000 m | 140.00000 137340.00| | RAILROAD TRACK , INSTALL | | | 0065 615-06490 105.000 EACH| 106.00000 11130.00| | RIGHT OF WAY MARKER | | | 0066 615-06515 8.000 EACH| 135.00000 1080.00| | MONUMENT, D | | | 0067 616-02320 2356.000 m2 | 1.25000 2945.00| | GEOTEXTILES | | | 0068 616-05688 286.000 Mg | 42.00000 12012.00| | RIPRAP, CLASS 1 | | | 0069 616-06405 404.000 Mg | 24.00000 9696.00| | RIPRAP, REVETMENT | | | 0070 621-01004 4.000 EACH| 700.00000 2800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-01882 170.000 kg | 3.50000 595.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0072 621-06545 2.990 Mg | 750.00000 2242.50| | FERTILIZER | | | 0073 621-06545 0.220 Mg | 750.00000 165.00| | FERTILIZER TEMPORARY | | | 0074 621-06548 16.000 kg | 50.00000 800.00| | SEED MIXTURE, CV | | | 0075 621-06554 576.000 kg | 9.75000 5616.00| | SEED MIXTURE, U | | | 0076 621-06565 14.800 Mg | 600.00000 8880.00| | MULCHING MATERIAL | | | 0077 621-06567 477.000 kL | 0.60000 286.20| | WATER | | | 0078 621-06574 26892.000 m2 | 3.00000 80676.00| | SODDING | | | 0079 701-96089 1791.000 m | 95.00000 170145.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 702-01724 553.000 m3 | 225.00000 124425.00| | CONCRETE, C, FOOTINGS | | | 0081 702-51005 173.900 m3 | 600.00000 104340.00| | CONCRETE, A, SUBSTRUCTURE | | | 0082 702-51015 202.400 m3 | 275.00000 55660.00| | CONCRETE, B, FOOTINGS | | | 0083 702-51863 280.000 EACH| 12.00000 3360.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0084 702-92857 762.900 m3 | 400.00000 305160.00| | CONCRETE, C, SUBSTRUCTURE | | | 0085 703-51030 60184.000 kg | 1.10000 66202.40| | REINFORCING STEEL | | | 0086 703-51032 44014.000 kg | 1.30000 57218.20| | REINFORCING STEEL, EPOXY COATED | | | 0087 703-97936 341.000 EACH| 11.50000 3921.50| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0088 704-51002 134.000 m3 | 450.00000 60300.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0089 706-51020 11.400 m3 | 675.00000 7695.00| | CONCRETE, C, RAILING | | | 0090 707-05984 77.084 m | 350.00000 26979.40| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0091 709-51821 LUMP| 4000.00000 4000.00| | SURFACE SEAL STR. NO. 1 | | | 0092 711-02843 1.000 EACH| 11500.00000 11500.00| | TURNOUT, NO. 10 , INSTALL | | | 0095 714-96642 LUMP| 120000.00000 120000.00| | TEMPORARY RETAINING WALL , STR. NO. 2 | | | 0096 715-02628 1.000 EACH| 525.00000 525.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0097 715-04855 1.000 EACH| 1575.00000 1575.00| | PIPE END SECTION, 1050 mm | | | 0098 715-05021 25.000 m | 90.00000 2250.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0099 715-05048 5756.000 m | 9.50000 54682.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0100 715-05049 340.000 m | 10.50000 3570.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0101 715-05051 100.000 m | 11.50000 1150.00| | PIPE, TYPE 4, CIRCULAR, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 715-05119 50.000 m | 90.00000 4500.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0103 715-05149 2014.800 m | 78.50000 158161.80| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0104 715-05151 506.000 m | 90.00000 45540.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0105 715-05152 384.000 m | 101.00000 38784.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0106 715-05153 482.000 m | 120.00000 57840.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0107 715-05154 267.000 m | 134.00000 35778.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0108 715-05156 130.000 m | 163.00000 21190.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0109 715-05159 269.000 m | 225.00000 60525.00| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0111 715-05407 119.000 m | 18.50000 2201.50| | PIPE, END BENT DRAIN, 150 mm | | | 0112 715-46000 2.000 EACH| 350.00000 700.00| | PIPE END SECTION, 300 mm | | | 0113 715-46005 6.000 EACH| 465.00000 2790.00| | PIPE END SECTION, 375 mm | | | 0114 715-46015 1.000 EACH| 700.00000 700.00| | PIPE END SECTION, 525 mm | | | 0115 718-52610 1374.000 m3 | 31.50000 43281.00| | AGGREGATE FOR UNDERDRAINS | | | 0116 718-99153 18194.000 m2 | 1.10000 20013.40| | GEOTEXTILES FOR UNDERDRAIN | | | 0117 720-04682 3.000 EACH| 5400.00000 16200.00| | INLET , W10, MODIFIED | | | 0118 720-04682 9.000 EACH| 6400.00000 57600.00| | INLET , Z10, MODIFIED | | | 0119 720-44000 40.000 EACH| 600.00000 24000.00| | CASTING, ADJUST TO GRADE | | | 0120 720-44025 1.000 EACH| 875.00000 875.00| | CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0121 720-44296 8.000 EACH| 360.00000 2880.00| | CAP INLET | | | 0122 720-45030 29.000 EACH| 1050.00000 30450.00| | INLET, E7 | | | 0123 720-45035 5.000 EACH| 1100.00000 5500.00| | INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 720-45040 9.000 EACH| 1175.00000 10575.00| | INLET, G7 | | | 0125 720-45045 66.000 EACH| 1150.00000 75900.00| | INLET, J10 | | | 0126 720-45050 2.000 EACH| 1350.00000 2700.00| | INLET, J11 | | | 0127 720-45055 16.000 EACH| 1650.00000 26400.00| | INLET, M10 | | | 0128 720-45060 1.000 EACH| 1950.00000 1950.00| | INLET, M11 | | | 0129 720-45275 1.000 EACH| 925.00000 925.00| | PIPE CATCH BASIN, 600 mm | | | 0130 720-45410 24.000 EACH| 1675.00000 40200.00| | MANHOLE, C4 | | | 0131 720-45415 8.000 EACH| 3200.00000 25600.00| | MANHOLE, D4 | | | 0132 720-98174 4.000 EACH| 2200.00000 8800.00| | INLET, B15 | | | 0133 720-98555 6.000 EACH| 2100.00000 12600.00| | INLET, C15 | | | 0134 720-99349 2.000 EACH| 2250.00000 4500.00| | INLET, B16 | | | 0135 720-99350 4.000 EACH| 1700.00000 6800.00| | INLET, C16 | | | 0136 722-01807 331.000 m2 | 58.00000 19198.00| | MEMBRANE WATERPROOFING | | | 0137 731-93947 15.000 m | 675.00000 10125.00| | LEVELING PAD, CONCRETE | | | 0138 801-04308 57.000 EACH| 800.00000 45600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0139 801-06207 26000.000 m | 3.00000 78000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0140 801-06211 15.000 EACH| 78.00000 1170.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0141 801-06218 131.000 m | 17.50000 2292.50| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0142 801-06605 135.000 EACH| 225.00000 30375.00| | BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0143 801-06606 6.000 EACH| 235.00000 1410.00| | BARRICADE, IIIB | | | 0144 801-06625 27.000 EACH| 95.00000 2565.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0145 801-06640 55.000 EACH| 250.00000 13750.00| | CONSTRUCTION SIGN, A | | | 0146 801-06645 17.000 EACH| 45.00000 765.00| | CONSTRUCTION SIGN, B | | | 0147 801-06710 1000.000 DAY | 20.00000 20000.00| | FLASHING ARROW SIGN | | | 0148 801-06775 LUMP| 150000.00000 150000.00| | MAINTAINING TRAFFIC | | | 0149 801-94295 24.000 EACH| 210.00000 5040.00| | SIGNAL HEAD, RELOCATE | | | 0150 802-02293 16.300 m3 | 1000.00000 16300.00| | CONCRETE, SIGN FOUNDATION | | | 0151 802-02310 1933.000 kg | 0.85000 1643.05| | REINFORCING STEEL, SIGN FOUNDATION | | | 0152 802-04893 2.000 EACH| 100.00000 200.00| | REFERENCE POST | | | 0153 802-05701 47.300 m | 36.00000 1702.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0154 802-05702 6.900 m | 31.00000 213.90| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0155 802-76025 2.025 m2 | 175.00000 354.38| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0156 802-76035 45.190 m2 | 165.00000 7456.35| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0157 802-76045 2.370 m2 | 200.00000 474.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0158 802-76125 7.000 EACH| 6200.00000 43400.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0159 802-91122 4.000 EACH| 160.00000 640.00| | SIGN, GROUND MOUNTED, RESET reference | | | marker | | | 0160 805-01815 3.000 EACH| 1800.00000 5400.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 805-01842 7.000 EACH| 875.00000 6125.00| | HANDHOLE, SIGNAL | | | 0162 805-01844 320.000 m | 49.00000 15680.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0163 805-78205 8.000 EACH| 650.00000 5200.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0164 805-78230 3.000 EACH| 1075.00000 3225.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0165 805-78415 4.000 EACH| 1150.00000 4600.00| | SPAN, CATENARY, AND TETHER | | | 0166 805-78420 4.000 EACH| 250.00000 1000.00| | DISCONNECT HANGER | | | 0167 805-78485 128.000 m | 9.00000 1152.00| | SIGNAL CABLE, 5C 14GA. | | | 0168 805-78490 297.000 m | 8.75000 2598.75| | SIGNAL CABLE, 7C 14GA. | | | 0169 805-78510 910.000 m | 4.00000 3640.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0170 805-78784 11.000 EACH| 135.00000 1485.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0171 805-81032 3.000 EACH| 2300.00000 6900.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0184 808-95933 520.000 m | 1.30000 676.00| | CURB PAINTING, YELLOW | | | 0186 215-07043 73725.000 m2 | 3.50000 258037.50| | CHEMICAL MODIFICATION, SOILS | | | 0187 601-01522 4.000 EACH| 1340.00000 5360.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0188 706-05732 4.000 EACH| 1800.00000 7200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0189 702-51090 60.000 kg | 200.00000 12000.00| | BRONZE PLATES | | | 0190 703-01540 32.000 EACH| 12.25000 392.00| | THREADED TIE BAR ASSEMBLY | | | 0191 731-93945 36.000 m2 | 500.00000 18000.00| | FACE PANELS, CONCRETE | | | 0192 731-93946 36.000 m2 | 60.00000 2160.00| | WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0193 808-06800 511.000 m | 22.00000 11242.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0194 808-74807 50.000 EACH| 165.00000 8250.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0195 808-74808 37.000 EACH| 192.00000 7104.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0196 808-06848 9.000 m | 33.00000 297.00| | LINE, EPOXY, DOTTED, WHITE, 100 mm, | | | 600m LINE, 1200 mm GAP | | | 0197 808-03631 2054.000 m | 2.00000 4108.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0198 808-05534 190.000 m | 4.50000 855.00| | LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0199 808-03632 6220.000 m | 2.00000 12440.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0200 808-03002 1748.000 m | 2.00000 3496.00| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0201 808-04896 1357.000 m | 2.00000 2714.00| | LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0202 808-74805 149.000 m | 22.00000 3278.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0203 808-05535 37.000 m | 22.00000 814.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0204 808-98000 214.000 m | 4.50000 963.00| | LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0205 202-03000 LUMP| 8500.00000 8500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0206 202-03000 LUMP| 600.00000 600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0207 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0208 202-03000 LUMP| 600.00000 600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 121 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,454,179.09 ROUTE : US 40 CALL ORDER : 121 CONTRACT ID : R -25713-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0209 202-03000 LUMP| 600.00000 600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0210 202-03000 LUMP| 900.00000 900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0211 202-03000 LUMP| 600.00000 600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 33 | | | 0212 202-03000 LUMP| 600.00000 600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 47 | | | 0213 202-03000 LUMP| 600.00000 600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0214 202-03000 LUMP| 600.00000 600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 60 | | | 0215 711-51038 LUMP| 713304.00000 713304.00| | STRUCTURAL STEEL | | | SECTION TOTALS | $ 11,729,113.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,729,113.40| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,162.10 ROUTE : US 6 CALL ORDER : 131 CONTRACT ID : R -25809-A COUNTIES : MARSHALL LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1572955 DEITERING LANDSCAPING, INC. IRREGULAR BID $ 303,128.00 100.0000% 2 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 475,461.00 156.8515% 3 35-1817574 YARDBERRY LANDSCAPE $ 506,427.89 167.0673% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0813018 0813018 0813018 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 11,420,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 11,958,176.40 104.7125% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06657 24.000 MOS | 550.00000 13200.00| 300.00000 7200.00| PHONE, CELLULAR / RADIO (3 PHONES) | | | 0002 105-06845 LUMP| 200000.00000 200000.00| 190000.00000 190000.00| CONSTRUCTION ENGINEERING | | | 0003 105-07040 24.000 MOS | 2700.00000 64800.00| 2195.00000 52680.00| FIELD OFFICE, C | | | 0004 108-01614 LUMP| 16000.00000 16000.00| 11000.00000 11000.00| PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 462128.06000 462128.06| 598728.00000 598728.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 100000.00000 100000.00| 238771.00000 238771.00| CLEARING RIGHT OF WAY | | | 0007 202-01347 3.000 EACH| 8000.00000 24000.00| 7500.00000 22500.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0008 202-01406 2.000 EACH| 1100.00000 2200.00| 450.00000 900.00| SAMPLING AND TESTING ANALYSIS | | | 0009 202-02241 377.300 m | 8.20000 3093.86| 8.00000 3018.40| GUARDRAIL, REMOVE | | | 0010 202-02271 15.000 EACH| 200.00000 3000.00| 325.00000 4875.00| HEADWALL, REMOVE | | | 0011 202-02274 309.600 m | 23.00000 7120.80| 22.00000 6811.20| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0012 202-02286 1.000 EACH| 26650.00000 26650.00| 20000.00000 20000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0013 202-02844 3.000 EACH| 930.00000 2790.00| 1500.00000 4500.00| SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-02928 5.000 EACH| 300.00000 1500.00| 315.00000 1575.00| CATCH BASIN, REMOVE | | | 0015 202-03000 LUMP| 520.00000 520.00| 6650.00000 6650.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0016 202-03000 LUMP| 520.00000 520.00| 6550.00000 6550.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0017 202-03000 LUMP| 160.00000 160.00| 3670.00000 3670.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0018 202-03000 LUMP| 160.00000 160.00| 3670.00000 3670.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0019 202-03000 LUMP| 520.00000 520.00| 3870.00000 3870.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0020 202-03000 LUMP| 520.00000 520.00| 400.00000 400.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0021 202-03000 LUMP| 155.00000 155.00| 1695.00000 1695.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0022 202-03000 LUMP| 280.00000 280.00| 665.00000 665.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0023 202-03000 LUMP| 280.00000 280.00| 1225.00000 1225.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 66 | | | 0024 202-03000 LUMP| 1440.00000 1440.00| 475.00000 475.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7, LINE A RIGHT | | | 0025 202-03000 LUMP| 590.00000 590.00| 3695.00000 3695.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7, LINE S-SR 47 G LEFT | | | 0026 202-03000 LUMP| 1615.00000 1615.00| 3250.00000 3250.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0027 202-03000 LUMP| 280.00000 280.00| 795.00000 795.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 84 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 202-03000 LUMP| 155.00000 155.00| 1665.00000 1665.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 85 | | | 0029 202-03000 LUMP| 280.00000 280.00| 5035.00000 5035.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 88 | | | 0030 202-03000 LUMP| 280.00000 280.00| 665.00000 665.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0031 202-03875 32.000 EACH| 95.00000 3040.00| 135.00000 4320.00| CONCRETE STEPS, REMOVE | | | 0032 202-51330 LUMP| 26650.00000 26650.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0034 202-52710 2690.000 m2 | 18.00000 48420.00| 9.00000 24210.00| SIDEWALK, CONCRETE, REMOVE | | | 0035 202-74050 2.000 EACH| 285.00000 570.00| 1215.00000 2430.00| SIGN, OVERHEAD, REMOVE | | | 0036 202-74080 3.000 EACH| 930.00000 2790.00| 1455.00000 4365.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0037 202-78515 LUMP| 10000.00000 10000.00| 9075.00000 9075.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0038 202-91385 44.000 EACH| 125.00000 5500.00| 305.00000 13420.00| INLET, REMOVE | | | 0039 202-93047 4.000 EACH| 370.00000 1480.00| 515.00000 2060.00| MANHOLE, REMOVE | | | 0040 202-96133 2029.200 m | 17.00000 34496.40| 55.00000 111606.00| PIPE, REMOVE | | | 0041 203-02000 26594.000 m3 | 12.50000 332425.00| 28.00000 744632.00| EXCAVATION, COMMON | | | 0042 203-02070 21388.000 m3 | 14.50000 310126.00| 7.80000 166826.40| BORROW | | | 0043 203-51223 3131.500 m3 | 10.00000 31315.00| 12.00000 37578.00| EXCAVATION, WATERWAY | | | 0044 205-06931 120.200 Mg | 33.00000 3966.60| 44.00000 5288.80| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0045 205-06933 45.000 EACH| 40.00000 1800.00| 57.00000 2565.00| TEMPORARY DITCH INLET PROTECTION | | | 0046 205-06936 486.400 Mg | 32.00000 15564.80| 29.00000 14105.60| TEMPORARY SEDIMENT TRAP | | | 0047 205-06937 1063.000 m | 5.50000 5846.50| 5.35000 5687.05| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 205-06938 40.000 m | 58.00000 2320.00| 45.50000 1820.00| TEMPORARY SLOPE DRAIN | | | 0049 206-51220 155.000 m3 | 34.00000 5270.00| 55.00000 8525.00| EXCAVATION, WET | | | 0050 206-51230 1055.000 m3 | 10.50000 11077.50| 13.15000 13873.25| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0051 210-06899 5.000 EACH| 4300.00000 21500.00| 3950.00000 19750.00| RADIO SYSTEM, NARROW BAND | | | 0052 211-02060 19247.940 m3 | 18.50000 356086.89| 19.95000 383996.40| B BORROW FOR STRUCTURE BACKFILL | | | 0053 211-06467 31.900 m3 | 90.00000 2871.00| 60.00000 1914.00| AGGREGATE FOR END BENT BACKFILL | | | 0054 213-52830 2385.000 m3 | 78.00000 186030.00| 75.95000 181140.75| FLOWABLE MORTAR | | | 0055 215-07043 82670.600 m2 | 5.00000 413353.00| 3.65000 301747.69| CHEMICAL MODIFICATION, SOILS | | | 0056 303-04853 3000.000 Mg | 19.00000 57000.00| 12.95000 38850.00| COMPACTED AGGREGATE , NO. 8 | | | 0057 303-05963 88.600 m3 | 28.00000 2480.80| 28.00000 2480.80| AGGREGATE , COARSE # 8 | | | 0058 303-93714 15.000 EACH| 340.00000 5100.00| 175.00000 2625.00| BOULDER ,HAND PLACED | | | 0059 304-06464 146.000 m3 | 44.00000 6424.00| 65.00000 9490.00| SUBBASE FOR PCCP | | | 0060 401-05437 37824.090 Mg | 37.00000 1399491.33| 38.50000 1456227.47| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0061 401-05455 13648.020 Mg | 40.00000 545920.80| 41.65000 568440.03| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0062 401-05456 6171.110 Mg | 56.00000 345582.16| 53.20000 328303.05| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0063 401-06264 LUMP| 9000.00000 9000.00| 6500.00000 6500.00| PROFILOGRAPH, HMA | | | 0064 402-05475 14675.370 Mg | 37.00000 542988.69| 37.95000 556930.29| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0065 402-05481 573.110 Mg | 41.00000 23497.51| 37.00000 21205.07| HMA BASE 25.0 mm, SHOULDER | | | 0066 402-05490 184.490 Mg | 64.00000 11807.36| 48.10000 8873.97| HMA SURFACE 9.5 mm, SHOULDER | | | 0067 405-05517 7.000 Mg | 600.00000 4200.00| 375.00000 2625.00| ASPHALT FOR PRIME COAT | | | 0068 406-05520 87.670 Mg | 190.00000 16657.30| 275.00000 24109.25| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 601-01522 8.000 EACH| 1270.00000 10160.00| 1250.00000 10000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0070 601-01839 1.000 EACH| 1800.00000 1800.00| 1770.00000 1770.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0071 601-94689 7.000 EACH| 2100.00000 14700.00| 2435.00000 17045.00| GUARDRAIL END TREATMENT, OS | | | 0072 601-95871 25.000 m | 425.00000 10625.00| 405.00000 10125.00| HANDRAIL , CAST IRON | | | 0073 601-95871 24.300 m | 425.00000 10327.50| 405.00000 9841.50| HANDRAIL TUBULAR | | | 0074 601-99105 236.220 m | 34.00000 8031.48| 33.25000 7854.32| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0075 602-06646 1332.500 m | 80.00000 106600.00| 85.00000 113262.50| TEMPORARY CONCRETE BARRIER | | | 0076 602-06729 14.000 EACH| 8.00000 112.00| 8.00000 112.00| BARRIER DELINEATOR | | | 0077 603-92636 72.000 m | 49.00000 3528.00| 47.85000 3445.20| FENCE, CHAIN LINK, 1830 mm | | | 0078 604-06069 896.300 m2 | 50.00000 44815.00| 58.25000 52209.48| CURB RAMP, CONCRETE | | | 0079 604-06070 5931.410 m2 | 32.00000 189805.12| 26.25000 155699.51| SIDEWALK, CONCRETE | | | 0080 604-44251 25.900 m3 | 710.00000 18389.00| 665.00000 17223.50| STEPS, CONCRETE | | | 0081 605-06120 64.000 m | 36.00000 2304.00| 58.30000 3731.20| CURB, CONCRETE | | | 0082 605-06150 7343.000 m | 43.00000 315749.00| 36.20000 265816.60| CURB AND GUTTER, C, CONCRETE | | | 0083 605-06210 442.500 m | 85.00000 37612.50| 111.75000 49449.38| CENTER CURB, C, CONCRETE | | | 0084 605-92578 80.000 m2 | 76.00000 6080.00| 105.00000 8400.00| CURB WALK, CONCRETE | | | 0085 610-05527 533.550 Mg | 95.00000 50687.25| 75.80000 40443.09| HMA FOR APPROACHES | | | 0086 610-06259 901.100 m2 | 60.00000 54066.00| 70.05000 63122.06| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0087 610-06460 8635.740 Mg | 14.00000 120900.36| 18.20000 157170.47| COMPACTED AGGREGATE, O | | | 0088 611-06497 31.000 EACH| 125.00000 3875.00| 125.00000 3875.00| MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 611-06498 25.000 EACH| 158.00000 3950.00| 156.00000 3900.00| MAILBOX ASSEMBLY, DOUBLE | | | 0090 611-95289 1286.400 m2 | 49.00000 63033.60| 51.50000 66249.60| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 250 mm | | | 0091 611-98146 4285.500 m2 | 45.00000 192847.50| 46.95000 201204.23| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 225 mm | | | 0092 615-06490 115.000 EACH| 115.00000 13225.00| 115.00000 13225.00| RIGHT OF WAY MARKER | | | 0093 615-06505 26.000 EACH| 415.00000 10790.00| 410.00000 10660.00| MONUMENT, B | | | 0094 615-06527 3.000 EACH| 300.00000 900.00| 305.00000 915.00| MONUMENT, SECTION CORNER | | | 0095 616-02320 3296.600 m2 | 4.50000 14834.70| 2.15000 7087.69| GEOTEXTILES | | | 0097 616-05688 285.000 Mg | 52.00000 14820.00| 26.05000 7424.25| RIPRAP, CLASS 1 | | | 0098 616-05689 243.000 Mg | 26.00000 6318.00| 21.85000 5309.55| RIPRAP, CLASS 2 | | | 0099 616-06405 1442.400 Mg | 20.00000 28848.00| 19.95000 28775.88| RIPRAP, REVETMENT | | | 0100 616-06451 125.000 Mg | 25.00000 3125.00| 24.50000 3062.50| RIPRAP, UNIFORM | | | 0101 621-01004 7.000 EACH| 480.00000 3360.00| 390.00000 2730.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0102 621-03867 400.000 m2 | 8.00000 3200.00| 0.35000 140.00| MULCHED SEEDING, A | | | 0103 621-06545 0.864 Mg | 860.00000 743.04| 460.00000 397.44| FERTILIZER | | | 0104 621-06548 3.600 kg | 57.00000 205.20| 28.10000 101.16| SEED MIXTURE, CV | | | 0105 621-06554 158.400 kg | 10.50000 1663.20| 3.15000 498.96| SEED MIXTURE, U | | | 0106 621-06557 276.000 kg | 4.20000 1159.20| 3.05000 841.80| SEED MIXTURE, T | | | 0107 621-06565 4.320 Mg | 650.00000 2808.00| 465.00000 2008.80| MULCHING MATERIAL | | | 0108 621-06574 970.000 m2 | 3.00000 2910.00| 3.65000 3540.50| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 621-06575 23962.200 m2 | 3.00000 71886.60| 3.50000 83867.70| SODDING, NURSERY | | | 0110 621-98038 75.000 m3 | 42.00000 3150.00| 43.70000 3277.50| MULCH, HARDWOOD SHREDDED BARK | | | 0111 621-99173 33.000 kg | 19.00000 627.00| 8.35000 275.55| SEED MIXTURE, S | | | 0112 622-05648 38.000 EACH| 105.00000 3990.00| 202.80000 7706.40| PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0113 622-05649 183.000 EACH| 240.00000 43920.00| 218.40000 39967.20| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0114 622-05650 218.000 EACH| 675.00000 147150.00| 302.00000 65836.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0115 622-05654 1500.000 EACH| 2.40000 3600.00| 2.85000 4275.00| PLANT, PERENNIAL | | | 0116 622-52436 2.000 EACH| 37.00000 74.00| 29.00000 58.00| SIGN, DO NOT MOW OR SPRAY | | | 0117 622-91786 90.000 EACH| 9.00000 810.00| 7.30000 657.00| SEEDLING | | | 0118 701-01840 85.000 m | 300.00000 25500.00| 220.00000 18700.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0119 701-01849 1120.400 m | 127.00000 142290.80| 98.75000 110639.50| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0120 701-91792 20.000 EACH| 95.00000 1900.00| 100.00000 2000.00| PILE TIP, STEEL H | | | 0122 702-51015 78.900 m3 | 287.00000 22644.30| 295.00000 23275.50| CONCRETE, B, FOOTINGS | | | 0123 702-51100 33.000 kg | 15.00000 495.00| 15.80000 521.40| DRAIN PIPE, CAST IRON, 150 mm | | | 0124 702-51110 292.200 kg | 4.20000 1227.24| 6.00000 1753.20| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0125 702-51863 140.000 EACH| 9.50000 1330.00| 8.50000 1190.00| FIELD DRILLED HOLE IN CONCRETE | | | 0127 702-93722 4.100 m3 | 315.00000 1291.50| 635.00000 2603.50| CONCRETE, C | | | 0128 703-01540 26.000 EACH| 15.50000 403.00| 8.00000 208.00| THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 703-03622 40.000 EACH| 23.00000 920.00| 16.00000 640.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0130 703-51030 44770.000 kg | 1.45000 64916.50| 1.10000 49247.00| REINFORCING STEEL | | | 0131 703-51032 45113.000 kg | 1.50000 67669.50| 1.20000 54135.60| REINFORCING STEEL, EPOXY COATED | | | 0132 704-51002 720.000 m3 | 390.00000 280800.00| 550.00000 396000.00| CONCRETE, C, SUPERSTRUCTURE | | | 0133 706-05732 4.000 EACH| 1150.00000 4600.00| 1310.00000 5240.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0134 706-06372 4.000 EACH| 1700.00000 6800.00| 2035.00000 8140.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0135 706-51020 22.400 m3 | 800.00000 17920.00| 1100.00000 24640.00| CONCRETE, C, RAILING | | | 0136 707-05979 201.135 m2 | 690.00000 138783.15| 310.00000 62351.85| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0137 709-51821 LUMP| 7400.00000 7400.00| 4435.00000 4435.00| SURFACE SEAL , STR. NO. 1 | | | 0138 709-51821 LUMP| 10500.00000 10500.00| 6950.00000 6950.00| SURFACE SEAL , STR. NO. 2 | | | 0139 709-51821 LUMP| 6300.00000 6300.00| 4000.00000 4000.00| SURFACE SEAL , STR. NO. 3 | | | 0140 710-51870 2.000 m2 | 1380.00000 2760.00| 1230.00000 2460.00| REPOINTING MASONRY IN STRUCTURES | | | 0141 714-05867 338.000 m2 | 160.00000 54080.00| 280.00000 94640.00| WALL FACING, CONCRETE | | | 0142 715-05024 1537.300 m | 170.00000 261341.00| 172.00000 264415.60| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0143 715-05048 8028.000 m | 7.50000 60210.00| 10.80000 86702.40| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0144 715-05053 113.300 m | 45.00000 5098.50| 30.00000 3399.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0145 715-05151 2114.500 m | 80.00000 169160.00| 113.00000 238938.50| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0146 715-05152 336.600 m | 84.00000 28274.40| 122.00000 41065.20| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0147 715-05153 15.000 m | 110.00000 1650.00| 241.00000 3615.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0148 715-05154 787.100 m | 100.00000 78710.00| 125.00000 98387.50| PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 715-05155 37.500 m | 123.00000 4612.50| 159.00000 5962.50| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0150 715-05156 350.800 m | 140.00000 49112.00| 146.00000 51216.80| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0151 715-05157 15.000 m | 210.00000 3150.00| 205.00000 3075.00| PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0152 715-05159 867.800 m | 220.00000 190916.00| 214.00000 185709.20| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0153 715-05161 229.300 m | 270.00000 61911.00| 240.00000 55032.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0154 715-05169 53.500 m | 105.00000 5617.50| 95.00000 5082.50| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0155 715-05407 64.000 m | 35.00000 2240.00| 10.05000 643.20| PIPE, END BENT DRAIN, 150 mm | | | 0156 715-44276 115.000 m | 30.00000 3450.00| 6.50000 747.50| PIPE, PVC, PERF., 100 mm | | | 0157 715-46005 8.000 EACH| 280.00000 2240.00| 295.00000 2360.00| PIPE END SECTION, 375 mm | | | 0158 716-04892 15.000 m | 2900.00000 43500.00| 2455.00000 36825.00| PIPE, JACKED , 825 mm | | | 0159 718-06526 1818.660 Mg | 37.00000 67290.42| 46.10000 83840.23| HMA FOR UNDERDRAINS | | | 0160 718-06531 10.000 EACH| 720.00000 7200.00| 435.00000 4350.00| OUTLET PROTECTOR, 3 | | | 0161 718-52610 1678.710 m3 | 21.00000 35252.91| 36.15000 60685.37| AGGREGATE FOR UNDERDRAINS | | | 0162 720-44000 36.000 EACH| 300.00000 10800.00| 395.00000 14220.00| CASTING, ADJUST TO GRADE | | | 0163 720-45130 38.000 EACH| 1300.00000 49400.00| 1135.00000 43130.00| INLET, E7, MODIFIED | | | 0164 720-45135 8.000 EACH| 1600.00000 12800.00| 1265.00000 10120.00| INLET, F7, MODIFIED | | | 0165 720-45405 2.000 EACH| 1920.00000 3840.00| 1710.00000 3420.00| MANHOLE, B4 | | | 0166 720-45510 8.000 EACH| 1970.00000 15760.00| 1995.00000 15960.00| MANHOLE, C4, MODIFIED | | | 0167 720-45515 71.000 EACH| 3100.00000 220100.00| 3120.00000 221520.00| MANHOLE, D4, MODIFIED | | | 0168 720-45520 5.000 EACH| 4300.00000 21500.00| 3475.00000 17375.00| MANHOLE, E4, MODIFIED | | | 0169 720-45605 8.600 m | 900.00000 7740.00| 1265.00000 10879.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 720-93409 150.000 EACH| 1900.00000 285000.00| 1880.00000 282000.00| INLET, B15, MODIFIED | | | 0171 720-93411 54.000 EACH| 1860.00000 100440.00| 1805.00000 97470.00| INLET, C15, MODIFIED | | | 0172 728-98377 LUMP| 9000.00000 9000.00| 5500.00000 5500.00| MASONRY COATING , STR. NO. 3 | | | 0173 731-05777 147.600 m2 | 90.00000 13284.00| 100.00000 14760.00| FACING BLOCKS, MODULAR CONCRETE GRAVITY | | | WALL | | | 0174 731-07016 338.000 m2 | 125.00000 42250.00| 100.00000 33800.00| FACE PANELS, WIRE | | | 0175 731-93945 189.600 m2 | 200.00000 37920.00| 175.00000 33180.00| FACE PANELS, CONCRETE | | | 0176 731-93946 338.000 m2 | 15.00000 5070.00| 125.00000 42250.00| WALL ERECTION | | | 0177 731-93946 147.600 m2 | 235.00000 34686.00| 165.00000 24354.00| WALL ERECTION , MODULAR BLOCK WALL | | | 0178 731-93946 189.600 m2 | 120.00000 22752.00| 168.00000 31852.80| WALL ERECTION ,MSE WALL | | | 0179 731-93947 420.000 m | 34.00000 14280.00| 85.00000 35700.00| LEVELING PAD, CONCRETE | | | 0180 801-01093 8.000 EACH| 450.00000 3600.00| 1675.00000 13400.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0181 801-06203 29744.000 m | 0.34000 10112.96| 0.35000 10410.40| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0182 801-06207 3176.000 m | 3.20000 10163.20| 3.25000 10322.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0183 801-06640 86.000 EACH| 180.00000 15480.00| 215.00000 18490.00| CONSTRUCTION SIGN, A | | | 0184 801-06775 LUMP| 200000.00000 200000.00| 174000.00000 174000.00| MAINTAINING TRAFFIC | | | 0185 802-02190 2.000 EACH| 2890.00000 5780.00| 3250.00000 6500.00| OVERHEAD SIGN STRUCTURE FOUNDATION, | | | CONCRETE , TYPE 2 | | | 0186 802-04314 4.000 EACH| 4000.00000 16000.00| 3515.00000 14060.00| SIGN , BLANK-OUT | | | 0187 802-04893 6.000 EACH| 200.00000 1200.00| 128.00000 768.00| REFERENCE POST | | | 0188 802-05701 132.440 m | 33.00000 4370.52| 37.60000 4979.74| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 802-05702 50.400 m | 26.00000 1310.40| 30.80000 1552.32| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0190 802-05704 30.660 m | 32.00000 981.12| 34.50000 1057.77| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0191 802-76025 12.200 m2 | 116.00000 1415.20| 148.80000 1815.36| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0194 802-76135 2.000 EACH| 10300.00000 20600.00| 9305.00000 18610.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0195 805-01815 16.000 EACH| 2040.00000 32640.00| 1730.00000 27680.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0196 805-01842 27.000 EACH| 660.00000 17820.00| 1230.00000 33210.00| HANDHOLE, SIGNAL | | | 0197 805-01844 990.000 m | 46.00000 45540.00| 45.70000 45243.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0198 805-02065 2.000 EACH| 1800.00000 3600.00| 1220.00000 2440.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2100 mm | | | 0199 805-02069 1.000 EACH| 2180.00000 2180.00| 1695.00000 1695.00| SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0200 805-02074 1.000 EACH| 2015.00000 2015.00| 1680.00000 1680.00| SIGNAL CANTILEVER STRUCTURE, 3.0 m ARM | | | 0201 805-02087 LUMP| 1800.00000 1800.00| 960.00000 960.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0202 805-03370 24.000 EACH| 395.00000 9480.00| 420.00000 10080.00| PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 460 mm | | | 0203 805-78010 1.000 EACH| 2100.00000 2100.00| 750.00000 750.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0204 805-78106 1.000 EACH| 10600.00000 10600.00| 9615.00000 9615.00| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0205 805-78109 5.000 EACH| 10000.00000 50000.00| 8935.00000 44675.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0206 805-78205 30.000 EACH| 710.00000 21300.00| 610.00000 18300.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0207 805-78230 10.000 EACH| 1200.00000 12000.00| 1005.00000 10050.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0208 805-78370 24.000 EACH| 140.00000 3360.00| 145.00000 3480.00| PEDESTRIAN PUSH BUTTON | | | 0209 805-78415 20.000 EACH| 1300.00000 26000.00| 1050.00000 21000.00| SPAN, CATENARY, AND TETHER | | | 0210 805-78420 20.000 EACH| 200.00000 4000.00| 220.00000 4400.00| DISCONNECT HANGER | | | 0211 805-78445 5.000 EACH| 500.00000 2500.00| 340.00000 1700.00| SIGNAL SERVICE | | | 0212 805-78467 70.000 m | 4.50000 315.00| 7.40000 518.00| SIGNAL CABLE, 3C 8GA. | | | 0213 805-78480 750.000 m | 3.00000 2250.00| 4.50000 3375.00| SIGNAL CABLE, 3C 14GA. | | | 0214 805-78485 520.000 m | 3.20000 1664.00| 8.85000 4602.00| SIGNAL CABLE, 5C 14GA. | | | 0215 805-78490 1050.000 m | 3.50000 3675.00| 8.50000 8925.00| SIGNAL CABLE, 7C 14GA. | | | 0216 805-78510 2560.000 m | 2.80000 7168.00| 3.80000 9728.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0217 805-78746 2325.000 m | 26.00000 60450.00| 35.10000 81607.50| PREFORMED LOOP DETECTORS | | | 0218 805-78925 4.000 EACH| 1000.00000 4000.00| 1030.00000 4120.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0219 805-81032 16.000 EACH| 2550.00000 40800.00| 2375.00000 38000.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0221 805-92504 25.000 EACH| 175.00000 4375.00| 152.00000 3800.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0222 807-02784 3.000 EACH| 1070.00000 3210.00| 935.00000 2805.00| LUMINAIRE MAST ARM, 6.1 m | | | 0223 808-04298 4.000 EACH| 340.00000 1360.00| 255.00000 1020.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0224 808-06701 1687.000 m | 1.05000 1771.35| 0.85000 1433.95| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0225 808-06703 864.700 m | 1.03000 890.64| 0.85000 735.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0226 808-06713 1197.000 m | 0.27000 323.19| 0.70000 837.90| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0227 808-06716 954.000 m | 1.50000 1431.00| 1.55000 1478.70| LINE, REMOVE | | | 0228 808-75240 514.900 m | 1.05000 540.65| 0.85000 437.67| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0229 808-75245 10365.800 m | 1.03000 10676.77| 0.85000 8810.93| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0230 808-75297 263.600 m | 9.70000 2556.92| 9.50000 2504.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0231 808-75300 754.100 m | 1.50000 1131.15| 2.40000 1809.84| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0232 808-75320 41.000 EACH| 44.00000 1804.00| 51.00000 2091.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0233 808-75325 35.000 EACH| 57.00000 1995.00| 70.00000 2450.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0234 303-52308 1822.120 Mg | 20.00000 36442.40| 17.75000 32342.63| COMPACTED AGGREGATE, O, 53 | | | 0235 402-05477 1093.280 Mg | 60.00000 65596.80| 51.05000 55811.94| HMA SURFACE 9.5 mm, MAINLINE | | | 0236 402-05474 4373.100 Mg | 70.00000 306117.00| 38.55000 168583.01| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0237 801-06710 600.000 DAY | 15.00000 9000.00| 15.00000 9000.00| FLASHING ARROW SIGN | | | 0238 202-51328 LUMP| 10500.00000 10500.00| 18000.00000 18000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0239 616-07266 116.000 m | 150.00000 17400.00| 130.00000 15080.00| COIR ROLL | | | 0240 701-51195 234.000 m | 175.00000 40950.00| 115.00000 26910.00| PILE, STEEL H, HP 310 X 79 | | | 0241 802-76035 31.200 m2 | 120.00000 3744.00| 166.80000 5204.16| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0242 802-76045 6.330 m2 | 130.00000 822.90| 189.50000 1199.54| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 139 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,734,637.18 ROUTE : US 231 CALL ORDER : 139 CONTRACT ID : R -25819-A COUNTIES : MONTGOMERY LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 11,420,000.00| $ 11,958,176.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,420,000.00| $ 11,958,176.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 141 CONTRACT ID : R -25870-B COUNTIES : MADISON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 02/28/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,398,034.77 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 130,423.79 ROUTE : CALL ORDER : 151 CONTRACT ID : R -25950-A COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 17 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 105,586.66 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 111,369.57 105.4769% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 200.00000 200.00| 700.00000 700.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 2.000 MOS | 1500.00000 3000.00| 1485.50000 2971.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 5100.00000 5100.00| 3735.00000 3735.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 956.080 m2 | 5.00000 4780.40| 2.00000 1912.16| SURFACE MILLING, ASPHALT | | | 0006 202-74045 6.000 EACH| 20.00000 120.00| 61.80000 370.80| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 203-02000 156.800 m3 | 14.00000 2195.20| 2.00000 313.60| EXCAVATION, COMMON | | | 0010 305-60400 301.840 Mg | 14.00000 4225.76| 21.00000 6338.64| COMPACTED AGGREGATE FOR PATCHING | | | 0011 402-05468 125.440 Mg | 30.00000 3763.20| 39.00000 4892.16| HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 1036.686 Mg | 31.50000 32655.61| 32.15000 33329.45| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 725.400 Mg | 40.00000 29016.00| 38.60000 28000.44| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05495 145.290 Mg | 31.50000 4576.64| 44.00000 6392.76| HMA WEDGE AND LEVEL | | | 0015 405-05518 983.900 m2 | 0.25000 245.98| 0.35000 344.37| ASPHALT FOR PRIME COAT | | | 0016 406-05521 9620.200 m2 | 0.25000 2405.05| 0.05000 481.01| ASPHALT FOR TACK COAT | | | 0017 610-05527 27.724 Mg | 50.00000 1386.20| 70.00000 1940.68| HMA FOR APPROACHES | | | 0018 611-95023 18.000 EACH| 100.00000 1800.00| 65.00000 1170.00| MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 130,423.79 ROUTE : CALL ORDER : 151 CONTRACT ID : R -25950-A COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 615-06527 1.000 EACH| 150.00000 150.00| 275.00000 275.00| MONUMENT, SECTION CORNER | | | 0020 621-01004 1.000 EACH| 615.00000 615.00| 650.00000 650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 801-06640 8.000 EACH| 57.00000 456.00| 71.00000 568.00| CONSTRUCTION SIGN, A | | | 0023 801-06645 2.000 EACH| 19.00000 38.00| 25.75000 51.50| CONSTRUCTION SIGN, B | | | 0024 801-06775 LUMP| 500.00000 500.00| 2370.00000 2370.00| MAINTAINING TRAFFIC | | | 0026 802-76035 2.660 m2 | 150.34000 399.90| 155.50000 413.63| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0028 621-06570 61.000 m3 | 30.00000 1830.00| 51.00000 3111.00| TOP SOIL | | | 0029 621-06560 1840.000 m2 | 0.88000 1619.20| 0.90000 1656.00| MULCHED SEEDING, U | | | 0030 303-04075 89.099 Mg | 14.00000 1247.39| 33.50000 2984.82| COMPACTED AGGREGATE, O, 73 , FOR | | | SHOULDER, LIMESTONE | | | 0031 802-05702 5.400 m | 11.32000 61.13| 29.75000 160.65| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0032 305-05204 100.000 Mg | 30.00000 3000.00| 60.00000 6000.00| HMA FOR PATCHING | | | 0033 611-06497 2.000 EACH| 100.00000 200.00| 118.45000 236.90| MAILBOX ASSEMBLY, SINGLE | | | SECTION TOTALS | $ 105,586.66| $ 111,369.57| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 105,586.66| $ 111,369.57| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 157 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 870,451.00 ROUTE : SR 44 CALL ORDER : 157 CONTRACT ID : R -25975-A COUNTIES : JOHNSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0682005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 818,139.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 857,840.35 104.8526% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 946,670.93 115.7102% 4 35-1315965 FOX CONTRACTORS CORP. $ 948,215.47 115.8990% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 17520.75000 17520.75| 18000.00000 18000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| 1800.00000 21600.00| 1500.00000 18000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 43000.00000 43000.00| 40000.00000 40000.00| 47000.00000 47000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 34000.00000 34000.00| 24000.00000 24000.00| 28300.00000 28300.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 570.000 m2 | 4.00000 2280.00| 6.00000 3420.00| 3.15000 1795.50 SURFACE MILLING, ASPHALT | | | 0006 203-02000 8915.000 m3 | 13.68000 121957.20| 15.25000 135953.75| 17.00000 151555.00 EXCAVATION, COMMON | | | 0007 205-06931 205.000 Mg | 33.00000 6765.00| 44.05000 9030.25| 78.00000 15990.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06936 42.400 Mg | 41.00000 1738.40| 51.50000 2183.60| 115.00000 4876.00 TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 317.000 m | 5.00000 1585.00| 5.05000 1600.85| 8.40000 2662.80 TEMPORARY SILT FENCE | | | 0010 211-02060 1618.000 m3 | 15.00000 24270.00| 18.50000 29933.00| 22.00000 35596.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 4440.000 Mg | 15.00000 66600.00| 11.95000 53058.00| 17.15000 76146.00 COMPACTED AGGREGATE, O, 53 | | | 0012 402-05468 2590.000 Mg | 38.50000 99715.00| 35.45000 91815.50| 33.50000 86765.00 HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 670.000 Mg | 42.00000 28140.00| 42.75000 28642.50| 45.00000 30150.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 500.000 Mg | 48.00000 24000.00| 45.55000 22775.00| 57.00000 28500.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 157 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 870,451.00 ROUTE : SR 44 CALL ORDER : 157 CONTRACT ID : R -25975-A COUNTIES : JOHNSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 405-05517 9.000 Mg | 350.00000 3150.00| 300.00000 2700.00| 400.00000 3600.00 ASPHALT FOR PRIME COAT | | | 0016 406-05520 7.000 Mg | 200.00000 1400.00| 180.00000 1260.00| 200.00000 1400.00 ASPHALT FOR TACK COAT | | | 0017 601-01740 2.000 EACH| 1650.00000 3300.00| 1636.05000 3272.10| 1580.00000 3160.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0018 601-06037 4.000 EACH| 600.00000 2400.00| 580.55000 2322.20| 630.00000 2520.00 GUARDRAIL END TREATMENT, I | | | 0020 610-05527 945.000 Mg | 54.00000 51030.00| 46.80000 44226.00| 82.75000 78198.75 HMA FOR APPROACHES | | | 0021 611-06497 3.000 EACH| 105.00000 315.00| 105.55000 316.65| 210.00000 630.00 MAILBOX ASSEMBLY, SINGLE | | | 0022 615-06490 16.000 EACH| 100.00000 1600.00| 100.25000 1604.00| 110.00000 1760.00 RIGHT OF WAY MARKER | | | 0023 615-06510 9.000 EACH| 280.00000 2520.00| 291.30000 2621.70| 430.00000 3870.00 MONUMENT, C | | | 0024 616-06406 101.000 m2 | 37.00000 3737.00| 39.85000 4024.85| 30.00000 3030.00 RIPRAP, REVETMENT | | | 0025 616-06415 87.000 m2 | 53.00000 4611.00| 60.95000 5302.65| 40.00000 3480.00 RIPRAP, HAND LAID, 300 mm | | | 0026 621-01004 1.000 EACH| 200.00000 200.00| 211.10000 211.10| 210.00000 210.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06545 1.000 Mg | 600.00000 600.00| 599.55000 599.55| 600.00000 600.00 FERTILIZER | | | 0028 621-06553 175.000 kg | 6.00000 1050.00| 6.30000 1102.50| 6.30000 1102.50 SEED MIXTURE, R | | | 0029 621-06567 184.000 kL | 0.60000 110.40| 0.60000 110.40| 0.60000 110.40 WATER | | | 0030 621-06575 10150.000 m2 | 3.00000 30450.00| 4.25000 43137.50| 3.10000 31465.00 SODDING, NURSERY | | | 0031 621-98503 5.000 Mg | 450.00000 2250.00| 457.05000 2285.25| 455.00000 2275.00 MULCH MATERIAL | | | 0032 701-44245 1700.000 kg | 1.50000 2550.00| 3.60000 6120.00| 1.50000 2550.00 REINFORCING STEEL FOR STRUCTURES | | | 0033 702-90915 33.500 m3 | 865.00000 28977.50| 913.40000 30598.90| 1100.00000 36850.00 CONCRETE, A | | | 0035 715-05119 15.200 m | 60.00000 912.00| 130.55000 1984.36| 90.00000 1368.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05121 66.000 m | 67.00000 4422.00| 123.85000 8174.10| 100.00000 6600.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 157 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 870,451.00 ROUTE : SR 44 CALL ORDER : 157 CONTRACT ID : R -25975-A COUNTIES : JOHNSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 715-05169 61.000 m | 72.00000 4392.00| 104.05000 6347.05| 90.00000 5490.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0038 715-46005 10.000 EACH| 265.00000 2650.00| 655.00000 6550.00| 260.00000 2600.00 PIPE END SECTION, 375 mm | | | 0039 715-46010 6.000 EACH| 300.00000 1800.00| 779.35000 4676.10| 290.00000 1740.00 PIPE END SECTION, 450 mm | | | 0040 801-04308 4.000 EACH| 215.00000 860.00| 168.90000 675.60| 170.00000 680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06203 3360.000 m | 0.75000 2520.00| 0.25000 840.00| 0.28000 940.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0042 801-06207 101.000 m | 3.75000 378.75| 3.30000 333.30| 3.30000 333.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0043 801-06216 9.000 m | 7.50000 67.50| 2.30000 20.70| 2.30000 20.70 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0044 801-06606 16.000 EACH| 85.00000 1360.00| 81.30000 1300.80| 81.00000 1296.00 BARRICADE, IIIB | | | 0045 801-06625 36.000 EACH| 85.00000 3060.00| 93.95000 3382.20| 94.00000 3384.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 24.000 EACH| 100.00000 2400.00| 63.35000 1520.40| 63.00000 1512.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP| 3750.00000 3750.00| 15560.00000 15560.00| 21000.00000 21000.00 MAINTAINING TRAFFIC | | | 0048 802-05701 65.300 m | 25.00000 1632.50| 27.95000 1825.14| 29.60000 1932.88 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0049 802-05702 15.400 m | 20.00000 308.00| 18.45000 284.13| 18.75000 288.75 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0050 802-76025 2.920 m2 | 150.00000 438.00| 171.00000 499.32| 215.00000 627.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0051 802-76035 10.790 m2 | 130.00000 1402.70| 175.20000 1890.41| 165.00000 1780.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0052 802-76045 0.630 m2 | 310.00000 195.30| 178.40000 112.39| 210.00000 132.30 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0053 808-06701 130.000 m | 1.00000 130.00| 1.00000 130.00| 1.02000 132.60 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 157 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 870,451.00 ROUTE : SR 44 CALL ORDER : 157 CONTRACT ID : R -25975-A COUNTIES : JOHNSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06713 1990.000 m | 0.40000 796.00| 0.30000 597.00| 0.32000 636.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-75245 1461.000 m | 1.00000 1461.00| 1.00000 1461.00| 1.00000 1461.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75297 9.000 m | 15.00000 135.00| 3.70000 33.30| 3.70000 33.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0057 808-75998 84.000 EACH| 30.00000 2520.00| 26.90000 2259.60| 26.80000 2251.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0058 601-99105 139.000 m | 34.00000 4726.00| 35.35000 4913.65| 30.80000 4281.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0059 714-06677 40.000 m | 3500.00000 140000.00| 3966.05000 158642.00| 4250.00000 170000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5400 mm X 1800 mm | | | SECTION TOTALS | $ 818,139.00| $ 857,840.35| $ 946,670.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 818,139.00| $ 857,840.35| $ 946,670.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 157 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 870,451.00 ROUTE : SR 44 CALL ORDER : 157 CONTRACT ID : R -25975-A COUNTIES : JOHNSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 | | |FOX CONTRACTORS CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 19235.00000 19235.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1451.00000 17412.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13240.00000 13240.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 92185.00000 92185.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 570.000 m2 | 7.35000 4189.50| | SURFACE MILLING, ASPHALT | | | 0006 203-02000 8915.000 m3 | 17.07000 152179.05| | EXCAVATION, COMMON | | | 0007 205-06931 205.000 Mg | 25.88000 5305.40| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06936 42.400 Mg | 72.41000 3070.18| | TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 317.000 m | 5.19000 1645.23| | TEMPORARY SILT FENCE | | | 0010 211-02060 1618.000 m3 | 16.38000 26502.84| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 4440.000 Mg | 9.04000 40137.60| | COMPACTED AGGREGATE, O, 53 | | | 0012 402-05468 2590.000 Mg | 37.01000 95855.90| | HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 670.000 Mg | 43.17000 28923.90| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 500.000 Mg | 56.68000 28340.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05517 9.000 Mg | 221.53000 1993.77| | ASPHALT FOR PRIME COAT | | | 0016 406-05520 7.000 Mg | 162.09000 1134.63| | ASPHALT FOR TACK COAT | | | 0017 601-01740 2.000 EACH| 1674.98000 3349.96| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0018 601-06037 4.000 EACH| 594.35000 2377.40| | GUARDRAIL END TREATMENT, I | | | 0020 610-05527 945.000 Mg | 49.71000 46975.95| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 157 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 870,451.00 ROUTE : SR 44 CALL ORDER : 157 CONTRACT ID : R -25975-A COUNTIES : JOHNSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 | | |FOX CONTRACTORS CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 611-06497 3.000 EACH| 162.00000 486.00| | MAILBOX ASSEMBLY, SINGLE | | | 0022 615-06490 16.000 EACH| 135.00000 2160.00| | RIGHT OF WAY MARKER | | | 0023 615-06510 9.000 EACH| 324.00000 2916.00| | MONUMENT, C | | | 0024 616-06406 101.000 m2 | 25.55000 2580.55| | RIPRAP, REVETMENT | | | 0025 616-06415 87.000 m2 | 24.93000 2168.91| | RIPRAP, HAND LAID, 300 mm | | | 0026 621-01004 1.000 EACH| 216.00000 216.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06545 1.000 Mg | 613.80000 613.80| | FERTILIZER | | | 0028 621-06553 175.000 kg | 6.45000 1128.75| | SEED MIXTURE, R | | | 0029 621-06567 184.000 kL | 0.59000 108.56| | WATER | | | 0030 621-06575 10150.000 m2 | 3.18000 32277.00| | SODDING, NURSERY | | | 0031 621-98503 5.000 Mg | 467.91000 2339.55| | MULCH MATERIAL | | | 0032 701-44245 1700.000 kg | 3.47000 5899.00| | REINFORCING STEEL FOR STRUCTURES | | | 0033 702-90915 33.500 m3 | 1791.00000 59998.50| | CONCRETE, A | | | 0035 715-05119 15.200 m | 128.89000 1959.13| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05121 66.000 m | 101.28000 6684.48| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0037 715-05169 61.000 m | 91.61000 5588.21| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0038 715-46005 10.000 EACH| 496.00000 4960.00| | PIPE END SECTION, 375 mm | | | 0039 715-46010 6.000 EACH| 690.00000 4140.00| | PIPE END SECTION, 450 mm | | | 0040 801-04308 4.000 EACH| 172.90000 691.60| | ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06203 3360.000 m | 0.28000 940.80| | TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 157 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 870,451.00 ROUTE : SR 44 CALL ORDER : 157 CONTRACT ID : R -25975-A COUNTIES : JOHNSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 | | |FOX CONTRACTORS CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 801-06207 101.000 m | 3.37000 340.37| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0043 801-06216 9.000 m | 2.36000 21.24| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0044 801-06606 16.000 EACH| 83.21000 1331.36| | BARRICADE, IIIB | | | 0045 801-06625 36.000 EACH| 96.18000 3462.48| | DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 24.000 EACH| 64.84000 1556.16| | CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP| 7633.85000 7633.85| | MAINTAINING TRAFFIC | | | 0048 802-05701 65.300 m | 28.64000 1870.19| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0049 802-05702 15.400 m | 18.91000 291.21| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0050 802-76025 2.920 m2 | 175.06000 511.18| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0051 802-76035 10.790 m2 | 178.30000 1923.86| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0052 802-76045 0.630 m2 | 182.62000 115.05| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0053 808-06701 130.000 m | 136.27000 17715.10| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0054 808-06713 1990.000 m | 0.32000 636.80| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-75245 1461.000 m | 1.03000 1504.83| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75297 9.000 m | 3.78000 34.02| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0057 808-75998 84.000 EACH| 27.56000 2315.04| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 157 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 870,451.00 ROUTE : SR 44 CALL ORDER : 157 CONTRACT ID : R -25975-A COUNTIES : JOHNSON LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 | | |FOX CONTRACTORS CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 601-99105 139.000 m | 37.82000 5256.98| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0059 714-06677 40.000 m | 4494.64000 179785.60| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5400 mm X 1800 mm | | | SECTION TOTALS | $ 948,215.47| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 948,215.47| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,004,382.30 ROUTE : I-465 CALL ORDER : 165 CONTRACT ID : R -26004-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2148451 GREEN GROW LLC IRREGULAR BID - REJECTED $ 933,355.55 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 629,655.08 ROUTE : US 24 CALL ORDER : 171 CONTRACT ID : R -26008-A COUNTIES : HUNTINGTON WABASH LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/23/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1572955 DEITERING LANDSCAPING, INC. IRREGULAR BID $ 328,110.45 100.0000% 2 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 688,788.43 209.9257% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 177 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 589,187.57 ROUTE : SR 62 CALL ORDER : 177 CONTRACT ID : R -26010-A COUNTIES : WARRICK LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3887001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310863 JACOBI SODDING SERVICE $ 220,679.61 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 245,128.00 111.0786% 3 34-1572955 DEITERING LANDSCAPING, INC. IRREGULAR BID $ 313,890.80 142.2382% ==================================================================================================================================== |(1) 35-1310863 |(2) 35-1817574 |(3) 34-1572955 |JACOBI SODDING SERVICE |YARDBERRY LANDSCAPE |DEITERING LANDSCAPING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP| 3420.00000 3420.00| 6500.00000 6500.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1310.00000 6550.00| 2000.00000 10000.00| 2000.00000 10000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 2250.00000 2250.00| 10900.00000 10900.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 621-01004 1.000 EACH| 650.00000 650.00| 750.00000 750.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-04258 1167.000 kg | 6.85000 7993.95| 4.00000 4668.00| 6.00000 7002.00 SEED MIXTURE , ANNUAL RYEGRASS | | | 0006 621-06545 7.250 Mg | 475.00000 3443.75| 425.00000 3081.25| 420.00000 3045.00 FERTILIZER | | | 0007 621-06565 72.650 Mg | 425.00000 30876.25| 375.00000 27243.75| 500.00000 36325.00 MULCHING MATERIAL | | | 0008 621-06567 151.720 kL | 23.50000 3565.42| 50.00000 7586.00| 40.00000 6068.80 WATER | | | 0009 621-07109 LUMP| 650.00000 650.00| 10000.00000 10000.00| 5000.00000 5000.00 WATER PUMPING | | | 0010 622-05653 13600.000 EACH| 3.35000 45560.00| 3.25000 44200.00| 5.00000 68000.00 PLANT, GROUND COVER | | | 0011 622-91786 24000.000 EACH| 4.50000 108000.00| 4.50000 108000.00| 6.25000 150000.00 SEEDLING | | | 0012 801-06640 4.000 EACH| 750.00000 3000.00| 85.00000 340.00| 30.00000 120.00 CONSTRUCTION SIGN, A | | | 0013 802-96248 103.200 m | 9.45000 975.24| 20.00000 2064.00| 50.00000 5160.00 POST, WOOD, 100 mm X 100 mm | | | 0014 807-04988 11.000 EACH| 195.00000 2145.00| 165.00000 1815.00| 70.00000 770.00 BOX , EASTERN BLUEBIRD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 177 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 589,187.57 ROUTE : SR 62 CALL ORDER : 177 CONTRACT ID : R -26010-A COUNTIES : WARRICK LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310863 |(2) 35-1817574 |(3) 34-1572955 |JACOBI SODDING SERVICE |YARDBERRY LANDSCAPE |DEITERING LANDSCAPING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 623-07269 LUMP| 1600.00000 1600.00| 7980.00000 7980.00| 0.00000 0.00 MOWING | | | SECTION TOTALS | $ 220,679.61| $ 245,128.00| $ 313,890.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,679.61| $ 245,128.00| $ 313,890.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,542,676.99 ROUTE : CITY CALL ORDER : 181 CONTRACT ID : R -26012-C COUNTIES : KNOX LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 170 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : W692003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,604,484.98 100.0000% ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-01925 16.000 MOS | 1000.00000 16000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 77430.95000 77430.95| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 130000.00000 130000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 52000.00000 52000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 23.400 m2 | 30.00000 702.00| | PAVEMENT, REMOVE | | | 0006 202-02241 139.000 m | 8.13000 1130.07| | GUARDRAIL, REMOVE | | | 0007 202-02271 5.000 EACH| 575.53000 2877.65| | HEADWALL, REMOVE | | | 0008 202-02272 136.200 m | 15.97000 2175.11| | PAVED SIDE DITCH, REMOVE | | | 0009 202-02273 501.100 m2 | 8.46000 4239.31| | CENTER CURB, CONCRETE, REMOVE | | | 0010 202-02278 161.000 m | 10.62000 1709.82| | CURB, CONCRETE, REMOVE | | | 0011 202-02928 1.000 EACH| 244.55000 244.55| | CATCH BASIN, REMOVE | | | 0012 202-78515 LUMP| 650.68000 650.68| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-91385 3.000 EACH| 300.00000 900.00| | INLET, REMOVE | | | 0014 202-93047 1.000 EACH| 800.00000 800.00| | MANHOLE, REMOVE | | | 0015 202-93615 23.400 m2 | 30.00000 702.00| | CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,542,676.99 ROUTE : CITY CALL ORDER : 181 CONTRACT ID : R -26012-C COUNTIES : KNOX LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-02000 8987.000 m3 | 6.00000 53922.00| | EXCAVATION, COMMON | | | 0017 205-02224 595.000 m | 6.45000 3837.75| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02231 24.000 m | 134.63000 3231.12| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0019 205-02234 3.000 EACH| 54.22000 162.66| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02236 11.000 EACH| 54.22000 596.42| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 27.000 EACH| 32.53000 878.31| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 211-02060 2303.800 m3 | 18.56000 42758.53| | B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-04075 11.300 Mg | 32.43000 366.46| | COMPACTED AGGREGATE, O, 73 | | | 0024 303-52308 9967.200 Mg | 16.91000 168545.35| | COMPACTED AGGREGATE, O, 53 | | | 0025 305-05204 30.100 Mg | 153.99000 4635.10| | HMA FOR PATCHING | | | 0026 401-05437 6524.500 Mg | 45.28000 295429.36| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 3454.400 Mg | 48.80000 168574.72| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 1338.000 Mg | 71.30000 95399.40| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-05459 118.054 Mg | 57.48000 6785.74| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0030 402-05473 353.000 Mg | 60.46000 21342.38| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0031 402-05475 1787.000 Mg | 51.78000 92530.86| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0032 404-05511 546.600 m2 | 5.10000 2787.66| | SEAL COAT, 2 | | | 0033 405-05517 28.000 Mg | 466.32000 13056.96| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,542,676.99 ROUTE : CITY CALL ORDER : 181 CONTRACT ID : R -26012-C COUNTIES : KNOX LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 406-05520 18.871 Mg | 260.27000 4911.56| | ASPHALT FOR TACK COAT | | | 0035 601-07023 4.000 EACH| 5368.11000 21472.44| | ENERGY ABSORBING TERMINAL, CZ, TL-2 , | | | TL-2 | | | 0036 602-06646 475.000 m | 92.01000 43704.75| | TEMPORARY CONCRETE BARRIER | | | 0037 604-06069 120.600 m2 | 33.08000 3989.45| | CURB RAMP, CONCRETE | | | 0038 604-91531 1281.900 m2 | 25.97000 33290.94| | SIDEWALK, CONCRETE, 100 mm | | | 0039 605-06095 15.700 m | 22.77000 357.49| | CURB, INTEGRAL, B, CONCRETE | | | 0040 605-06120 395.800 m | 42.94000 16995.65| | CURB, CONCRETE | | | 0041 605-06150 1043.200 m | 37.96000 39599.87| | CURB AND GUTTER, C, CONCRETE | | | 0042 605-06250 85.100 m2 | 55.31000 4706.88| | CENTER CURB, C, CONCRETE | | | 0043 607-90826 1.000 EACH| 325.34000 325.34| | GUTTER TURNOUT, CONCRETE | | | 0044 610-05527 183.600 Mg | 91.53000 16804.91| | HMA FOR APPROACHES | | | 0045 611-05330 1876.070 m2 | 37.69000 70709.08| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-95289 270.240 m2 | 49.89000 13482.27| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 250 mm Fire Station Drive | | | 0047 615-06490 10.000 EACH| 97.60000 976.00| | RIGHT OF WAY MARKER | | | 0048 615-06505 12.000 EACH| 536.81000 6441.72| | MONUMENT, B | | | 0049 616-02320 90.500 m2 | 4.24000 383.72| | GEOTEXTILES | | | 0050 616-06405 52.300 Mg | 35.42000 1852.47| | RIPRAP, REVETMENT | | | 0051 621-06575 14440.000 m2 | 3.38000 48807.20| | SODDING, NURSERY | | | 0052 706-92237 81.000 m | 462.42000 37456.02| | HANDRAIL, STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,542,676.99 ROUTE : CITY CALL ORDER : 181 CONTRACT ID : R -26012-C COUNTIES : KNOX LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 714-02930 1.000 EACH| 12761.02000 12761.02| | HEADWALL | | | 0054 715-05024 179.500 m | 264.50000 47477.75| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0055 715-05048 1882.300 m | 9.61000 18088.90| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0056 715-05149 271.200 m | 110.89000 30073.37| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0057 715-05151 49.400 m | 155.87000 7699.98| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0058 715-05152 84.900 m | 189.69000 16104.68| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0059 715-05154 113.500 m | 141.23000 16029.61| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0060 715-05161 6.100 m | 449.52000 2742.07| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0061 715-05163 152.700 m | 373.52000 57036.50| | PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0062 715-05169 15.400 m | 70.03000 1078.46| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0063 715-05336 334.600 m | 240.16000 80357.54| | PIPE, TYPE 2, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0064 715-05841 1.000 EACH| 2117.93000 2117.93| | CONCRETE ANCHOR, 1500 mm | | | 0065 715-06398 2.000 EACH| 1484.35000 2968.70| | CONCRETE ANCHOR, MIN. AREA 0.59 m2 | | | 0066 715-46000 7.000 EACH| 199.90000 1399.30| | PIPE END SECTION, 300 mm | | | 0067 715-46010 1.000 EACH| 348.54000 348.54| | PIPE END SECTION, 450 mm | | | 0068 716-96862 52.200 m | 3153.01000 164587.12| | PIPE, JACKED, REINFORCED CONCRETE, V, | | | 1200 mm | | | 0069 718-52610 358.400 m3 | 46.67000 16726.53| | AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 2259.000 m2 | 2.71000 6121.89| | GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-02442 2.000 EACH| 412.32000 824.64| | PIPE, PLUG EXISTING | | | 0072 720-03194 1.000 EACH| 4885.08000 4885.08| | MANHOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,542,676.99 ROUTE : CITY CALL ORDER : 181 CONTRACT ID : R -26012-C COUNTIES : KNOX LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 720-04682 1.000 EACH| 2043.44000 2043.44| | INLET , Z-500 | | | 0074 720-44000 16.000 EACH| 232.71000 3723.36| | CASTING, ADJUST TO GRADE | | | 0075 720-45030 9.000 EACH| 916.37000 8247.33| | INLET, E7 | | | 0076 720-45045 14.000 EACH| 1128.12000 15793.68| | INLET, J10 | | | 0077 720-45145 14.000 EACH| 1143.72000 16012.08| | INLET, J10, MODIFIED | | | 0078 720-45410 4.000 EACH| 1783.41000 7133.64| | MANHOLE, C4 | | | 0079 720-45430 1.000 EACH| 11533.01000 11533.01| | MANHOLE, G4 | | | 0080 720-91050 2.000 EACH| 2617.03000 5234.06| | MANHOLE, K7, MODIFIED | | | 0081 720-91973 1.000 EACH| 1989.11000 1989.11| | MANHOLE, H4 | | | 0082 720-94612 2.000 EACH| 3043.69000 6087.38| | MANHOLE, K4 | | | 0083 720-95335 3.000 EACH| 7867.03000 23601.09| | MANHOLE, M4 | | | 0084 720-95422 3.000 EACH| 3018.98000 9056.94| | MANHOLE, J4 | | | 0085 722-60824 797.900 m2 | 6.92000 5521.47| | SURFACE MILLING | | | 0086 731-93945 129.000 m2 | 436.50000 56308.50| | FACE PANELS, CONCRETE | | | 0087 731-93946 129.000 m2 | 131.98000 17025.42| | WALL ERECTION | | | 0088 801-04308 1.000 EACH| 1030.24000 1030.24| | ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06207 13200.800 m | 3.25000 42902.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0090 801-06469 461.500 m | 6.40000 2953.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0091 801-06606 12.000 EACH| 325.34000 3904.08| | BARRICADE, IIIB | | | 0092 801-06640 16.000 EACH| 211.47000 3383.52| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 181 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,542,676.99 ROUTE : CITY CALL ORDER : 181 CONTRACT ID : R -26012-C COUNTIES : KNOX LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 801-06645 1.000 EACH| 54.22000 54.22| | CONSTRUCTION SIGN, B | | | 0094 801-06775 LUMP| 88000.00000 88000.00| | MAINTAINING TRAFFIC | | | 0095 802-02489 129.900 m | 34.72000 4510.13| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0096 802-76025 18.670 m2 | 232.22000 4335.55| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0097 802-76035 5.670 m2 | 255.55000 1448.97| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0098 805-01836 1132.000 m | 2.44000 2762.08| | SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0099 805-01879 1.000 EACH| 474.45000 474.45| | SIGNAL SERVICE, INSTALL | | | 0100 805-02328 2365.000 m | 1.08000 2554.20| | SIGNAL CABLE, 1C 14GA. | | | 0101 805-03370 2.000 EACH| 447.34000 894.68| | PEDESTRIAN SIGNAL HEAD, WITH | | | INTERNATIONAL SYMBOLS, 460 mm | | | 0102 805-06592 657.000 m | 35.79000 23514.03| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0103 805-78109 1.000 EACH| 9082.41000 9082.41| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0104 805-78205 5.000 EACH| 433.79000 2168.95| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0105 805-78215 3.000 EACH| 433.79000 1301.37| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0106 805-78230 6.000 EACH| 650.68000 3904.08| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0107 805-78385 2.000 EACH| 976.02000 1952.04| | SIGNAL, POLE, WOOD, 2, 13.7 m | | | 0108 805-78415 4.000 EACH| 1301.36000 5205.44| | SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 181 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,542,676.99 ROUTE : CITY CALL ORDER : 181 CONTRACT ID : R -26012-C COUNTIES : KNOX LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 805-78420 5.000 EACH| 234.52000 1172.60| | DISCONNECT HANGER | | | 0110 805-78467 46.000 m | 5.42000 249.32| | SIGNAL CABLE, 3C 8GA. | | | 0111 805-78480 248.000 m | 2.17000 538.16| | SIGNAL CABLE, 3C 14GA. | | | 0112 805-78485 223.000 m | 3.25000 724.75| | SIGNAL CABLE, 5C 14GA. | | | 0113 805-78490 283.000 m | 3.36000 950.88| | SIGNAL CABLE, 7C 14GA. | | | 0114 805-78785 19.000 EACH| 488.01000 9272.19| | SIGNAL DETECTOR HOUSING | | | 0115 805-78795 800.000 m | 27.33000 21864.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0116 805-78906 2.000 EACH| 1626.70000 3253.40| | SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0117 805-78925 1.000 EACH| 650.68000 650.68| | CONTROLLER CABINET FOUNDATION, P1 | | | 0118 805-81060 2.000 EACH| 3513.67000 7027.34| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0119 805-92504 11.000 EACH| 214.72000 2361.92| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0120 807-02370 2.000 EACH| 1491.14000 2982.28| | LIGHT STRUCTURE, REMOVE AND RESET | | | 0121 807-02782 4.000 EACH| 657.19000 2628.76| | LUMINAIRE MAST ARM, 3.7 m | | | 0122 807-04652 1.000 EACH| 1301.36000 1301.36| | SERVICE POINT , RELOCATE | | | 0123 807-78590 12.000 EACH| 677.79000 8133.48| | HANDHOLE | | | 0124 807-86605 4.000 EACH| 223.18000 892.72| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0125 808-01045 107.800 m | 1.39000 149.84| | LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0126 808-06702 280.000 m | 1.61000 450.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0127 808-06703 701.800 m | 1.39000 975.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 181 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,542,676.99 ROUTE : CITY CALL ORDER : 181 CONTRACT ID : R -26012-C COUNTIES : KNOX LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 808-06716 100.000 m | 2.17000 217.00| | LINE, REMOVE | | | 0129 808-75215 10.700 m | 13.88000 148.52| | LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0130 808-75245 2448.800 m | 1.39000 3403.83| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0131 808-75297 355.800 m | 13.88000 4938.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0132 808-75300 70.900 m | 2.78000 197.10| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0133 808-75320 32.000 EACH| 65.07000 2082.24| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0134 808-75325 29.000 EACH| 70.49000 2044.21| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0135 808-95638 495.000 m2 | 13.88000 6870.60| | CENTER CURB PAINTING | | | 0136 808-96016 43.700 m | 13.88000 606.56| | LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0137 808-97618 183.300 m | 1.61000 295.11| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 125 mm | | | 0138 808-98796 254.600 m | 1.39000 353.89| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 2,604,484.98| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,604,484.98| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 185 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,864,009.99 ROUTE : I-64 CALL ORDER : 185 CONTRACT ID : R -26026-A COUNTIES : PERRY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0642078 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,991,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 3,039,517.68 101.6221% 3 35-0248940 CORYDON STONE & ASPHALT $ 3,089,671.04 103.2989% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 15000.00000 15000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1200.00000 9600.00| 1600.00000 12800.00| 1000.00000 8000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 149341.00000 149341.00| 130000.00000 130000.00| 150000.00000 150000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-02272 32.000 m | 25.00000 800.00| 40.00000 1280.00| 25.00000 800.00 PAVED SIDE DITCH, REMOVE | | | 0006 202-60820 144317.000 m2 | 0.12000 17318.04| 0.24000 34636.08| 0.38000 54840.46 SURFACE MILLING, ASPHALT | | | 0007 203-02020 1663.000 m3 | 9.00000 14967.00| 10.00000 16630.00| 12.00000 19956.00 EXCAVATION, UNCLASSIFIED | | | 0008 203-02070 100.000 m3 | 18.00000 1800.00| 10.00000 1000.00| 30.00000 3000.00 BORROW | | | 0009 203-02080 10.187 km | 2000.00000 20374.00| 5000.00000 50935.00| 8200.00000 83533.40 LINEAR GRADING | | | 0010 205-06937 266.000 m | 5.35000 1423.10| 5.35000 1423.10| 5.50000 1463.00 TEMPORARY SILT FENCE | | | 0011 207-06499 1756.000 m2 | 1.60000 2809.60| 3.00000 5268.00| 5.00000 8780.00 SUBGRADE TREATMENT | | | 0012 211-02060 294.280 m3 | 29.30000 8622.40| 54.00000 15891.12| 35.00000 10299.80 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 757.000 Mg | 15.40000 11657.80| 14.10000 10673.70| 14.00000 10598.00 COMPACTED AGGREGATE, O, 53 | | | 0014 305-05204 1000.000 Mg | 100.00000 100000.00| 80.00000 80000.00| 80.00000 80000.00 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 185 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,864,009.99 ROUTE : I-64 CALL ORDER : 185 CONTRACT ID : R -26026-A COUNTIES : PERRY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05437 1002.460 Mg | 33.00000 33081.18| 34.00000 34083.64| 37.00000 37091.02 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 30810.000 Mg | 32.00000 985920.00| 30.00000 924300.00| 29.00000 893490.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 12077.000 Mg | 44.00000 531388.00| 46.00000 555542.00| 47.00000 567619.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-05459 216.000 Mg | 34.00000 7344.00| 36.00000 7776.00| 37.00000 7992.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0019 401-05462 10339.000 Mg | 30.00000 310170.00| 31.00000 320509.00| 29.00000 299831.00 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0020 401-05464 6494.000 Mg | 33.00000 214302.00| 32.70000 212353.80| 35.00000 227290.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0021 401-05467 40018.000 m | 0.24000 9604.32| 0.29000 11605.22| 0.32000 12805.76 MILLED HMA CORRUGATIONS | | | 0022 401-06264 LUMP| 3200.00000 3200.00| 10000.00000 10000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0023 406-05520 115.000 Mg | 175.00000 20125.00| 175.00000 20125.00| 170.00000 19550.00 ASPHALT FOR TACK COAT | | | 0024 406-05521 72159.000 m2 | 0.17000 12267.03| 0.20000 14431.80| 0.25000 18039.75 ASPHALT FOR TACK COAT -(AET) | | | 0025 406-06466 20044.000 m | 2.94000 58929.36| 2.94000 58929.36| 1.00000 20044.00 POLYMERIC ASPHALT JOINT TAPE | | | 0026 603-93088 50.000 m | 25.00000 1250.00| 19.00000 950.00| 20.00000 1000.00 FENCE, FARM FIELD, REPAIR | | | 0027 607-06335 20.000 m | 65.00000 1300.00| 135.00000 2700.00| 120.00000 2400.00 PAVED SIDE DITCH, A | | | 0028 607-06340 20.000 m | 70.00000 1400.00| 140.00000 2800.00| 120.00000 2400.00 PAVED SIDE DITCH, B | | | 0029 607-06345 20.000 m | 75.00000 1500.00| 145.00000 2900.00| 120.00000 2400.00 PAVED SIDE DITCH, C | | | 0030 607-06350 20.000 m | 80.00000 1600.00| 150.00000 3000.00| 120.00000 2400.00 PAVED SIDE DITCH, D | | | 0031 616-02320 93.000 m2 | 2.20000 204.60| 10.25000 953.25| 3.00000 279.00 GEOTEXTILES | | | 0032 616-05688 100.000 Mg | 26.00000 2600.00| 37.00000 3700.00| 20.00000 2000.00 RIPRAP, CLASS 1 | | | 0033 616-06451 65.000 Mg | 26.00000 1690.00| 32.00000 2080.00| 20.00000 1300.00 RIPRAP, UNIFORM | | | 0034 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 185 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,864,009.99 ROUTE : I-64 CALL ORDER : 185 CONTRACT ID : R -26026-A COUNTIES : PERRY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-02363 2500.000 m2 | 0.66000 1650.00| 0.66000 1650.00| 0.80000 2000.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0036 621-06559 2532.000 m2 | 0.82000 2076.24| 0.82000 2076.24| 1.00000 2532.00 MULCHED SEEDING, R | | | 0037 621-06574 407.400 m2 | 5.55000 2261.07| 11.10000 4522.14| 7.00000 2851.80 SODDING | | | 0038 715-05048 438.000 m | 28.00000 12264.00| 21.00000 9198.00| 8.00000 3504.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0039 715-05053 458.000 m | 28.00000 12824.00| 90.00000 41220.00| 30.00000 13740.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0040 718-04880 68.000 EACH| 265.00000 18020.00| 550.00000 37400.00| 550.00000 37400.00 OUTLET PROTECTOR, A | | | 0041 718-04881 22.000 EACH| 255.00000 5610.00| 550.00000 12100.00| 225.00000 4950.00 OUTLET PROTECTOR, B | | | 0042 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0043 718-52610 83.840 m3 | 15.58000 1306.23| 24.00000 2012.16| 35.00000 2934.40 AGGREGATE FOR UNDERDRAINS | | | 0044 718-99153 231.000 m2 | 1.80000 415.80| 5.00000 1155.00| 1.50000 346.50 GEOTEXTILES FOR UNDERDRAIN | | | 0045 720-44000 2.000 EACH| 221.10000 442.20| 1250.00000 2500.00| 250.00000 500.00 CASTING, ADJUST TO GRADE | | | 0046 730-97688 1.000 EACH| 5626.39000 5626.39| 8500.00000 8500.00| 10000.00000 10000.00 GRATED BOX END SECTION, II, 10:1, 600 mm| | | 0047 801-01093 10.000 EACH| 950.00000 9500.00| 950.00000 9500.00| 950.00000 9500.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0048 801-03290 2.000 EACH| 209.00000 418.00| 334.00000 668.00| 245.00000 490.00 CONSTRUCTION SIGN, C | | | 0049 801-06203 41948.000 m | 0.18000 7550.64| 0.18000 7550.64| 0.35000 14681.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 43948.000 m | 3.47000 152499.56| 2.80000 123054.40| 3.00000 131844.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06577 10.000 m | 20.00000 200.00| 20.00000 200.00| 18.00000 180.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0052 801-06640 29.000 EACH| 109.00000 3161.00| 109.00000 3161.00| 100.00000 2900.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 7.000 EACH| 40.00000 280.00| 40.00000 280.00| 40.00000 280.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 185 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,864,009.99 ROUTE : I-64 CALL ORDER : 185 CONTRACT ID : R -26026-A COUNTIES : PERRY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06710 480.000 DAY | 14.79000 7099.20| 11.00000 5280.00| 20.00000 9600.00 FLASHING ARROW SIGN | | | 0055 801-06775 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 90000.00000 90000.00 MAINTAINING TRAFFIC | | | 0056 801-09133 3.000 EACH| 4300.00000 12900.00| 4300.00000 12900.00| 4300.00000 12900.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0057 802-94715 LUMP| 1097.62000 1097.62| 1000.00000 1000.00| 4000.00000 4000.00 SIGNS, SHEET, REMOVE AND RESET | | | 0058 804-06771 289.000 EACH| 28.54000 8248.06| 26.00000 7514.00| 26.00000 7514.00 DELINEATOR POST, FLEXIBLE | | | 0059 808-01329 2.000 EACH| 68.00000 136.00| 68.00000 136.00| 70.00000 140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0060 808-03631 390.000 m | 8.00000 3120.00| 8.00000 3120.00| 8.00000 3120.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0061 808-03632 390.000 m | 8.00000 3120.00| 8.00000 3120.00| 8.00000 3120.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0062 808-05534 40.000 m | 48.00000 1920.00| 48.00000 1920.00| 48.00000 1920.00 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0063 808-06702 5142.000 m | 0.99000 5090.58| 0.99000 5090.58| 1.00000 5142.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0064 808-06703 21235.000 m | 0.79000 16775.65| 0.79000 16775.65| 0.80000 16988.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-06705 500.000 m | 1.58000 790.00| 1.58000 790.00| 1.60000 800.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0066 808-06706 104.000 m | 9.80000 1019.20| 9.80000 1019.20| 10.00000 1040.00 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0067 808-06716 41348.000 m | 0.90000 37213.20| 0.85000 35145.80| 0.90000 37213.20 LINE, REMOVE | | | 0068 808-06726 10.000 m | 9.80000 98.00| 9.80000 98.00| 10.00000 100.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0069 808-74811 535.000 m | 0.25000 133.75| 0.25000 133.75| 0.25000 133.75 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0070 808-75215 96.000 m | 4.90000 470.40| 4.90000 470.40| 4.90000 470.40 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0071 808-75245 21235.000 m | 0.79000 16775.65| 0.79000 16775.65| 0.80000 16988.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 185 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,864,009.99 ROUTE : I-64 CALL ORDER : 185 CONTRACT ID : R -26026-A COUNTIES : PERRY LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75996 1015.000 EACH| 2.25000 2283.75| 3.75000 3806.25| 3.00000 3045.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 1015.000 EACH| 20.50000 20807.50| 19.25000 19538.75| 20.00000 20300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 805-05406 2.000 EACH| 19453.94000 38907.88| 19780.00000 39560.00| 20000.00000 40000.00 DATA COLLECTION SITE , 4 LANE | | | SECTION TOTALS | $ 2,991,000.00| $ 3,039,517.68| $ 3,089,671.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,991,000.00| $ 3,039,517.68| $ 3,089,671.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,311.33 ROUTE : 234 CALL ORDER : 191 CONTRACT ID : R -26048-A COUNTIES : HANCOCK LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/23/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5430006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 209,525.00 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. $ 229,736.65 109.6464% 3 35-2064912 B & P CONSTRUCTION CONDITIONAL BID $ 241,970.10 115.4850% 4 35-1609544 SCHUTT-LOOKABILL CO $ 243,956.08 116.4329% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 246,259.05 117.5320% 6 35-1315965 FOX CONTRACTORS CORP. $ 254,509.25 121.4696% 7 35-1817574 YARDBERRY LANDSCAPE $ 255,700.00 122.0379% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 279,986.83 133.6293% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1912582 |(3) 35-2064912 |ERBER & MILLIGAN CONSTR. CO.|EDSAM CONSTRUCTION, INC. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 4400.00000 4400.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1200.00000 3600.00| 1760.00000 5280.00| 1000.00000 3000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 8800.00000 8800.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 17500.00000 17500.00| 15400.00000 15400.00| 15162.00000 15162.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 51.000 m3 | 20.00000 1020.00| 22.00000 1122.00| 30.00000 1530.00 EXCAVATION, COMMON | | | 0006 211-02060 237.000 m3 | 27.50000 6517.50| 30.80000 7299.60| 1.00000 237.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 33.000 Mg | 25.00000 825.00| 19.80000 653.40| 25.00000 825.00 COMPACTED AGGREGATE, O, 53 | | | 0009 402-05468 99.800 Mg | 70.00000 6986.00| 69.30000 6916.14| 67.00000 6686.60 HMA BASE 25.0 mm, MAINLINE | | | 0010 402-05474 46.300 Mg | 80.00000 3704.00| 85.80000 3972.54| 78.00000 3611.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0011 402-05477 20.500 Mg | 120.00000 2460.00| 143.00000 2931.50| 115.00000 2357.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05481 6.500 Mg | 135.00000 877.50| 154.00000 1001.00| 140.00000 910.00 HMA BASE 25.0 mm, SHOULDER | | | 0013 404-05511 36.000 m2 | 36.00000 1296.00| 38.50000 1386.00| 38.00000 1368.00 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,311.33 ROUTE : 234 CALL ORDER : 191 CONTRACT ID : R -26048-A COUNTIES : HANCOCK LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1912582 |(3) 35-2064912 |ERBER & MILLIGAN CONSTR. CO.|EDSAM CONSTRUCTION, INC. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 405-05518 42.600 m2 | 12.00000 511.20| 12.10000 515.46| 14.00000 596.40 ASPHALT FOR PRIME COAT | | | 0015 406-05521 465.000 m2 | 0.10000 46.50| 0.11000 51.15| 0.10000 46.50 ASPHALT FOR TACK COAT | | | 0016 616-02320 242.100 m2 | 3.00000 726.30| 2.20000 532.62| 4.50000 1089.45 GEOTEXTILES | | | 0017 616-05688 518.000 Mg | 30.00000 15540.00| 47.30000 24501.40| 42.00000 21756.00 RIPRAP, CLASS 1 | | | 0018 723-06660 46.600 m2 | 550.00000 25630.00| 651.20000 30345.92| 500.00000 23300.00 WINGWALL | | | 0019 723-07106 22.250 m | 4200.00000 93450.00| 4180.00000 93005.00| 4985.00000 110916.25 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 2740 mm | | | 0020 801-04308 4.000 EACH| 120.00000 480.00| 168.30000 673.20| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06606 7.000 EACH| 90.00000 630.00| 57.20000 400.40| 90.00000 630.00 BARRICADE, IIIB | | | 0022 801-06625 26.000 EACH| 100.00000 2600.00| 69.30000 1801.80| 65.00000 1690.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 9.000 EACH| 80.00000 720.00| 106.70000 960.30| 70.00000 630.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 2500.00000 2500.00| 1650.00000 1650.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0025 802-05702 14.400 m | 25.00000 360.00| 36.30000 522.72| 45.00000 648.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0026 808-06713 300.000 m | 0.85000 255.00| 1.21000 363.00| 1.00000 300.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 300.000 m | 0.85000 255.00| 1.21000 363.00| 1.00000 300.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 303-94433 260.000 m3 | 29.50000 7670.00| 44.00000 11440.00| 33.00000 8580.00 AGGREGATE, 12 FOR STRUCTURE BACKFILL | | | 0029 205-06935 1.000 EACH| 75.00000 75.00| 2200.00000 2200.00| 500.00000 500.00 TEMPORARY SEDIMENT BASIN | | | 0030 205-06937 40.000 m | 7.50000 300.00| 13.20000 528.00| 12.00000 480.00 TEMPORARY SILT FENCE | | | 0031 621-01004 1.000 EACH| 250.00000 250.00| 192.50000 192.50| 200.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 160.000 m2 | 1.50000 240.00| 3.30000 528.00| 3.25000 520.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,311.33 ROUTE : 234 CALL ORDER : 191 CONTRACT ID : R -26048-A COUNTIES : HANCOCK LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1912582 |(3) 35-2064912 |ERBER & MILLIGAN CONSTR. CO.|EDSAM CONSTRUCTION, INC. |B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 209,525.00| $ 229,736.65| $ 241,970.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 209,525.00| $ 229,736.65| $ 241,970.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 191 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,311.33 ROUTE : 234 CALL ORDER : 191 CONTRACT ID : R -26048-A COUNTIES : HANCOCK LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1315965 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 800.00000 800.00| 2300.00000 2300.00| 3990.00000 3990.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2000.00000 6000.00| 2500.00000 7500.00| 2029.00000 6087.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12190.00000 12190.00| 12300.00000 12300.00| 7150.00000 7150.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 22072.00000 22072.00| 12000.00000 12000.00| 9175.00000 9175.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 51.000 m3 | 15.00000 765.00| 33.00000 1683.00| 159.27000 8122.77 EXCAVATION, COMMON | | | 0006 211-02060 237.000 m3 | 21.00000 4977.00| 29.00000 6873.00| 48.66000 11532.42 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 33.000 Mg | 36.00000 1188.00| 42.00000 1386.00| 47.93000 1581.69 COMPACTED AGGREGATE, O, 53 | | | 0009 402-05468 99.800 Mg | 74.00000 7385.20| 67.00000 6686.60| 68.25000 6811.35 HMA BASE 25.0 mm, MAINLINE | | | 0010 402-05474 46.300 Mg | 86.00000 3981.80| 68.00000 3148.40| 79.80000 3694.74 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0011 402-05477 20.500 Mg | 124.30000 2548.15| 116.00000 2378.00| 115.50000 2367.75 HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05481 6.500 Mg | 147.00000 955.50| 235.00000 1527.50| 136.50000 887.25 HMA BASE 25.0 mm, SHOULDER | | | 0013 404-05511 36.000 m2 | 40.00000 1440.00| 44.00000 1584.00| 36.75000 1323.00 SEAL COAT, 2 | | | 0014 405-05518 42.600 m2 | 12.40000 528.24| 6.00000 255.60| 11.55000 492.03 ASPHALT FOR PRIME COAT | | | 0015 406-05521 465.000 m2 | 0.07000 32.55| 0.05000 23.25| 0.06000 27.90 ASPHALT FOR TACK COAT | | | 0016 616-02320 242.100 m2 | 2.00000 484.20| 3.50000 847.35| 2.67000 646.41 GEOTEXTILES | | | 0017 616-05688 518.000 Mg | 37.81000 19585.58| 33.00000 17094.00| 54.46000 28210.28 RIPRAP, CLASS 1 | | | 0018 723-06660 46.600 m2 | 798.00000 37186.80| 450.00000 20970.00| 573.28000 26714.85 WINGWALL | | | 0019 723-07106 22.250 m | 4758.20000 105869.95| 5775.00000 128493.75| 5146.50000 114509.63 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 2740 mm | | | 0020 801-04308 4.000 EACH| 152.00000 608.00| 135.00000 540.00| 141.75000 567.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 191 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,311.33 ROUTE : 234 CALL ORDER : 191 CONTRACT ID : R -26048-A COUNTIES : HANCOCK LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1315965 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06606 7.000 EACH| 90.00000 630.00| 80.00000 560.00| 84.00000 588.00 BARRICADE, IIIB | | | 0022 801-06625 26.000 EACH| 68.00000 1768.00| 60.00000 1560.00| 63.00000 1638.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 9.000 EACH| 73.50000 661.50| 65.00000 585.00| 68.25000 614.25 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 100.00000 100.00| 500.00000 500.00| 105.00000 105.00 MAINTAINING TRAFFIC | | | 0025 802-05702 14.400 m | 44.07000 634.61| 39.00000 561.60| 40.95000 589.68 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0026 808-06713 300.000 m | 0.90000 270.00| 0.79000 237.00| 0.83000 249.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 300.000 m | 0.90000 270.00| 0.79000 237.00| 0.83000 249.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 303-94433 260.000 m3 | 36.00000 9360.00| 49.00000 12740.00| 57.26000 14887.60 AGGREGATE, 12 FOR STRUCTURE BACKFILL | | | 0029 205-06935 1.000 EACH| 400.00000 400.00| 650.00000 650.00| 526.70000 526.70 TEMPORARY SEDIMENT BASIN | | | 0030 205-06937 40.000 m | 13.00000 520.00| 9.00000 360.00| 12.08000 483.20 TEMPORARY SILT FENCE | | | 0031 621-01004 1.000 EACH| 200.00000 200.00| 550.00000 550.00| 183.75000 183.75 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 160.000 m2 | 3.40000 544.00| 0.80000 128.00| 3.15000 504.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 243,956.08| $ 246,259.05| $ 254,509.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 243,956.08| $ 246,259.05| $ 254,509.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 191 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,311.33 ROUTE : 234 CALL ORDER : 191 CONTRACT ID : R -26048-A COUNTIES : HANCOCK LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 |(8) 35-0999231 | |YARDBERRY LANDSCAPE |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 1995.00000 1995.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2000.00000 6000.00| 1323.00000 3969.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12000.10000 12000.10| 16390.00000 16390.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 12000.00000 12000.00| 20845.00000 20845.00| PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 51.000 m3 | 40.00000 2040.00| 53.55000 2731.05| EXCAVATION, COMMON | | | 0006 211-02060 237.000 m3 | 40.00000 9480.00| 33.60000 7963.20| B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-52308 33.000 Mg | 45.00000 1485.00| 47.25000 1559.25| COMPACTED AGGREGATE, O, 53 | | | 0009 402-05468 99.800 Mg | 75.00000 7485.00| 68.25000 6811.35| HMA BASE 25.0 mm, MAINLINE | | | 0010 402-05474 46.300 Mg | 80.00000 3704.00| 79.80000 3694.74| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0011 402-05477 20.500 Mg | 100.00000 2050.00| 115.50000 2367.75| HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05481 6.500 Mg | 110.00000 715.00| 136.50000 887.25| HMA BASE 25.0 mm, SHOULDER | | | 0013 404-05511 36.000 m2 | 40.00000 1440.00| 36.75000 1323.00| SEAL COAT, 2 | | | 0014 405-05518 42.600 m2 | 12.00000 511.20| 11.55000 492.03| ASPHALT FOR PRIME COAT | | | 0015 406-05521 465.000 m2 | 0.50000 232.50| 0.06000 27.90| ASPHALT FOR TACK COAT | | | 0016 616-02320 242.100 m2 | 4.00000 968.40| 3.53000 854.61| GEOTEXTILES | | | 0017 616-05688 518.000 Mg | 48.00000 24864.00| 62.39000 32318.02| RIPRAP, CLASS 1 | | | 0018 723-06660 46.600 m2 | 841.00000 39190.60| 816.50000 38048.90| WINGWALL | | | 0019 723-07106 22.250 m | 4956.00000 110271.00| 5186.50000 115399.63| STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 2740 mm | | | 0020 801-04308 4.000 EACH| 104.50000 418.00| 99.75000 399.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 191 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 246,311.33 ROUTE : 234 CALL ORDER : 191 CONTRACT ID : R -26048-A COUNTIES : HANCOCK LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 |(8) 35-0999231 | |YARDBERRY LANDSCAPE |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06606 7.000 EACH| 73.70000 515.90| 70.35000 492.45| BARRICADE, IIIB | | | 0022 801-06625 26.000 EACH| 100.00000 2600.00| 94.50000 2457.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 9.000 EACH| 51.70000 465.30| 49.35000 444.15| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 2500.00000 2500.00| 6247.50000 6247.50| MAINTAINING TRAFFIC | | | 0025 802-05702 14.400 m | 35.00000 504.00| 36.75000 529.20| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0026 808-06713 300.000 m | 1.00000 300.00| 0.74000 222.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 300.000 m | 1.00000 300.00| 0.74000 222.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 303-94433 260.000 m3 | 35.00000 9100.00| 38.74000 10072.40| AGGREGATE, 12 FOR STRUCTURE BACKFILL | | | 0029 205-06935 1.000 EACH| 250.00000 250.00| 52.50000 52.50| TEMPORARY SEDIMENT BASIN | | | 0030 205-06937 40.000 m | 6.00000 240.00| 12.08000 483.20| TEMPORARY SILT FENCE | | | 0031 621-01004 1.000 EACH| 750.00000 750.00| 183.75000 183.75| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 160.000 m2 | 2.00000 320.00| 3.15000 504.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 255,700.00| $ 279,986.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 255,700.00| $ 279,986.83| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 193 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,091.00 ROUTE : SR 28 CALL ORDER : 193 CONTRACT ID : R -26049-A COUNTIES : TIPTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1067005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORP. $ 211,368.00 100.0000% 2 35-2064912 B & P CONSTRUCTION $ 215,476.90 101.9439% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 220,618.45 104.3764% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 222,901.14 105.4564% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 224,706.67 106.3106% 6 35-1609544 SCHUTT-LOOKABILL CO $ 227,572.63 107.6665% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 241,264.62 114.1443% 8 35-1212938 ATLAS EXCAVATING, INC. $ 241,677.54 114.3397% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-2064912 |(3) 35-1364963 |FOX CONTRACTORS CORP. |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 6200.00000 6200.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1400.00000 4200.00| 950.00000 2850.00| 1000.00000 3000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 1900.00000 1900.00| 20000.00000 20000.00| 10250.00000 10250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 8715.00000 8715.00| 13332.00000 13332.00| 29000.00000 29000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 68.000 m3 | 56.15000 3818.20| 25.00000 1700.00| 15.00000 1020.00 EXCAVATION, COMMON | | | 0006 211-02060 256.000 m3 | 44.15000 11302.40| 1.00000 256.00| 28.50000 7296.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 33.000 Mg | 53.30000 1758.90| 25.00000 825.00| 24.00000 792.00 COMPACTED AGGREGATE, O, 53 | | | 0008 303-94433 315.000 m3 | 33.80000 10647.00| 32.00000 10080.00| 28.50000 8977.50 AGGREGATE, 12 | | | 0009 402-05468 87.900 Mg | 50.04000 4398.52| 49.00000 4307.10| 52.00000 4570.80 HMA BASE 25.0 mm, MAINLINE | | | 0010 402-05474 53.800 Mg | 57.34000 3084.89| 56.00000 3012.80| 75.00000 4035.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0011 402-05477 24.300 Mg | 78.18000 1899.77| 76.00000 1846.80| 120.00000 2916.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05481 6.500 Mg | 78.18000 508.17| 76.00000 494.00| 175.00000 1137.50 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 193 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,091.00 ROUTE : SR 28 CALL ORDER : 193 CONTRACT ID : R -26049-A COUNTIES : TIPTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-2064912 |(3) 35-1364963 |FOX CONTRACTORS CORP. |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 404-05511 36.000 m2 | 14.60000 525.60| 15.00000 540.00| 5.00000 180.00 SEAL COAT, 2 | | | 0014 405-05518 61.900 m2 | 8.34000 516.25| 8.00000 495.20| 1.00000 61.90 ASPHALT FOR PRIME COAT | | | 0015 406-05521 650.000 m2 | 1.20000 780.00| 1.25000 812.50| 0.10000 65.00 ASPHALT FOR TACK COAT | | | 0016 616-02320 307.500 m2 | 4.10000 1260.75| 4.00000 1230.00| 3.00000 922.50 GEOTEXTILES | | | 0017 616-05688 184.000 Mg | 30.60000 5630.40| 34.00000 6256.00| 30.00000 5520.00 RIPRAP, CLASS 1 | | | 0018 723-06660 56.500 m2 | 357.00000 20170.50| 350.00000 19775.00| 550.00000 31075.00 WINGWALL | | | 0019 723-07105 22.555 m | 5170.00000 116609.35| 4700.00000 106008.50| 4350.00000 98114.25 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm | | | 0020 801-04308 6.000 EACH| 104.25000 625.50| 117.00000 702.00| 100.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06606 12.000 EACH| 78.20000 938.40| 88.00000 1056.00| 100.00000 1200.00 BARRICADE, IIIB | | | 0022 801-06625 28.000 EACH| 57.35000 1605.80| 64.00000 1792.00| 100.00000 2800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 9.000 EACH| 62.55000 562.95| 70.00000 630.00| 80.00000 720.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 4140.00000 4140.00| 8000.00000 8000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0025 808-06712 150.000 m | 1.43000 214.50| 1.50000 225.00| 1.00000 150.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0026 808-06713 300.000 m | 1.43000 429.00| 1.50000 450.00| 1.00000 300.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 150.000 m | 1.43000 214.50| 1.50000 225.00| 1.00000 150.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-75996 3.000 EACH| 40.00000 120.00| 100.00000 300.00| 25.00000 75.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 3.000 EACH| 156.00000 468.00| 210.00000 630.00| 100.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 205-06935 1.000 EACH| 1331.00000 1331.00| 500.00000 500.00| 100.00000 100.00 TEMPORARY SEDIMENT BASIN | | | 0031 205-06937 40.000 m | 8.70000 348.00| 8.32000 332.80| 7.50000 300.00 TEMPORARY SILT FENCE | | | 0032 621-01004 1.000 EACH| 260.65000 260.65| 250.00000 250.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 193 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,091.00 ROUTE : SR 28 CALL ORDER : 193 CONTRACT ID : R -26049-A COUNTIES : TIPTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-2064912 |(3) 35-1364963 |FOX CONTRACTORS CORP. |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06559 160.000 m2 | 2.40000 384.00| 2.27000 363.20| 1.50000 240.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 211,368.00| $ 215,476.90| $ 220,618.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 211,368.00| $ 215,476.90| $ 220,618.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 193 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,091.00 ROUTE : SR 28 CALL ORDER : 193 CONTRACT ID : R -26049-A COUNTIES : TIPTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-0999231 |(6) 35-1609544 |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4400.00000 4400.00| 2080.17000 2080.17| 2370.00000 2370.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1760.00000 5280.00| 1185.56000 3556.68| 2000.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 8800.00000 8800.00| 11000.00000 11000.00| 11300.00000 11300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 16500.00000 16500.00| 21000.00000 21000.00| 22159.00000 22159.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 68.000 m3 | 22.00000 1496.00| 82.63000 5618.84| 15.00000 1020.00 EXCAVATION, COMMON | | | 0006 211-02060 256.000 m3 | 28.60000 7321.60| 13.25000 3392.00| 23.00000 5888.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 33.000 Mg | 19.80000 653.40| 51.77000 1708.41| 36.00000 1188.00 COMPACTED AGGREGATE, O, 53 | | | 0008 303-94433 315.000 m3 | 44.00000 13860.00| 32.90000 10363.50| 37.27000 11740.05 AGGREGATE, 12 | | | 0009 402-05468 87.900 Mg | 55.00000 4834.50| 52.55000 4619.15| 54.24000 4767.70 HMA BASE 25.0 mm, MAINLINE | | | 0010 402-05474 53.800 Mg | 66.00000 3550.80| 60.22000 3239.84| 62.15000 3343.67 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0011 402-05477 24.300 Mg | 82.50000 2004.75| 82.11000 1995.27| 85.00000 2065.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05481 6.500 Mg | 104.50000 679.25| 82.11000 533.72| 85.00000 552.50 HMA BASE 25.0 mm, SHOULDER | | | 0013 404-05511 36.000 m2 | 15.40000 554.40| 15.33000 551.88| 16.00000 576.00 SEAL COAT, 2 | | | 0014 405-05518 61.900 m2 | 8.80000 544.72| 8.76000 542.24| 9.00000 557.10 ASPHALT FOR PRIME COAT | | | 0015 406-05521 650.000 m2 | 1.32000 858.00| 1.26000 819.00| 1.30000 845.00 ASPHALT FOR TACK COAT | | | 0016 616-02320 307.500 m2 | 2.20000 676.50| 2.54000 781.05| 2.00000 615.00 GEOTEXTILES | | | 0017 616-05688 184.000 Mg | 37.40000 6881.60| 41.79000 7689.36| 36.82000 6774.88 RIPRAP, CLASS 1 | | | 0018 723-06660 56.500 m2 | 484.00000 27346.00| 671.02000 37912.63| 548.00000 30962.00 WINGWALL | | | 0019 723-07105 22.555 m | 4664.00000 105196.52| 4182.59000 94338.32| 4773.71000 107671.03 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 193 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,091.00 ROUTE : SR 28 CALL ORDER : 193 CONTRACT ID : R -26049-A COUNTIES : TIPTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-0999231 |(6) 35-1609544 |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-04308 6.000 EACH| 101.20000 607.20| 109.48000 656.88| 113.00000 678.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06606 12.000 EACH| 75.90000 910.80| 82.11000 985.32| 85.00000 1020.00 BARRICADE, IIIB | | | 0022 801-06625 28.000 EACH| 97.90000 2741.20| 60.22000 1686.16| 62.00000 1736.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 9.000 EACH| 53.90000 485.10| 65.69000 591.21| 68.00000 612.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 1650.00000 1650.00| 5002.27000 5002.27| 100.00000 100.00 MAINTAINING TRAFFIC | | | 0025 808-06712 150.000 m | 1.10000 165.00| 1.50000 225.00| 1.55000 232.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0026 808-06713 300.000 m | 1.10000 330.00| 1.50000 450.00| 1.55000 465.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 150.000 m | 1.10000 165.00| 1.50000 225.00| 1.55000 232.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-75996 3.000 EACH| 33.00000 99.00| 23.62000 70.86| 40.00000 120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 3.000 EACH| 330.00000 990.00| 164.22000 492.66| 170.00000 510.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 205-06935 1.000 EACH| 2200.00000 2200.00| 1541.54000 1541.54| 400.00000 400.00 TEMPORARY SEDIMENT BASIN | | | 0031 205-06937 40.000 m | 11.00000 440.00| 9.14000 365.60| 9.45000 378.00 TEMPORARY SILT FENCE | | | 0032 621-01004 1.000 EACH| 275.00000 275.00| 273.71000 273.71| 282.00000 282.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 160.000 m2 | 2.53000 404.80| 2.49000 398.40| 2.57000 411.20 MULCHED SEEDING, R | | | SECTION TOTALS | $ 222,901.14| $ 224,706.67| $ 227,572.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 222,901.14| $ 224,706.67| $ 227,572.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 193 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,091.00 ROUTE : SR 28 CALL ORDER : 193 CONTRACT ID : R -26049-A COUNTIES : TIPTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 2300.00000 2300.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2600.00000 7800.00| 1500.00000 4500.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12100.00000 12100.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 11300.00000 11300.00| 6000.00000 6000.00| PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 68.000 m3 | 32.00000 2176.00| 24.00000 1632.00| EXCAVATION, COMMON | | | 0006 211-02060 256.000 m3 | 29.00000 7424.00| 0.01000 2.56| B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 33.000 Mg | 41.00000 1353.00| 24.50000 808.50| COMPACTED AGGREGATE, O, 53 | | | 0008 303-94433 315.000 m3 | 38.00000 11970.00| 48.00000 15120.00| AGGREGATE, 12 | | | 0009 402-05468 87.900 Mg | 70.00000 6153.00| 50.00000 4395.00| HMA BASE 25.0 mm, MAINLINE | | | 0010 402-05474 53.800 Mg | 72.00000 3873.60| 57.00000 3066.60| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0011 402-05477 24.300 Mg | 78.00000 1895.40| 77.00000 1871.10| HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05481 6.500 Mg | 260.00000 1690.00| 77.00000 500.50| HMA BASE 25.0 mm, SHOULDER | | | 0013 404-05511 36.000 m2 | 41.00000 1476.00| 15.00000 540.00| SEAL COAT, 2 | | | 0014 405-05518 61.900 m2 | 2.30000 142.37| 9.00000 557.10| ASPHALT FOR PRIME COAT | | | 0015 406-05521 650.000 m2 | 0.05000 32.50| 1.40000 910.00| ASPHALT FOR TACK COAT | | | 0016 616-02320 307.500 m2 | 3.50000 1076.25| 4.70000 1445.25| GEOTEXTILES | | | 0017 616-05688 184.000 Mg | 31.00000 5704.00| 33.00000 6072.00| RIPRAP, CLASS 1 | | | 0018 723-06660 56.500 m2 | 400.00000 22600.00| 450.00000 25425.00| WINGWALL | | | 0019 723-07105 22.555 m | 5900.00000 133074.50| 6335.00000 142885.93| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 193 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,091.00 ROUTE : SR 28 CALL ORDER : 193 CONTRACT ID : R -26049-A COUNTIES : TIPTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1212938 | |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-04308 6.000 EACH| 100.00000 600.00| 115.00000 690.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06606 12.000 EACH| 75.00000 900.00| 90.00000 1080.00| BARRICADE, IIIB | | | 0022 801-06625 28.000 EACH| 55.00000 1540.00| 110.00000 3080.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0023 801-06640 9.000 EACH| 60.00000 540.00| 75.00000 675.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 500.00000 500.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0025 808-06712 150.000 m | 1.40000 210.00| 0.95000 142.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0026 808-06713 300.000 m | 1.40000 420.00| 0.95000 285.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 150.000 m | 1.60000 240.00| 0.95000 142.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-75996 3.000 EACH| 12.00000 36.00| 12.00000 36.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 3.000 EACH| 150.00000 450.00| 225.00000 675.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 205-06935 1.000 EACH| 650.00000 650.00| 1500.00000 1500.00| TEMPORARY SEDIMENT BASIN | | | 0031 205-06937 40.000 m | 9.00000 360.00| 11.00000 440.00| TEMPORARY SILT FENCE | | | 0032 621-01004 1.000 EACH| 550.00000 550.00| 300.00000 300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 160.000 m2 | 0.80000 128.00| 2.50000 400.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 241,264.62| $ 241,677.54| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,264.62| $ 241,677.54| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 199 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,110.50 ROUTE : US 36 CALL ORDER : 199 CONTRACT ID : R -26075-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/16/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0961002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 233,482.01 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 282,345.79 120.9282% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 284,495.72 121.8490% 4 35-1817574 YARDBERRY LANDSCAPE $ 298,783.27 127.9684% 5 35-1315965 FOX CONTRACTORS CORP. $ 329,116.30 140.9600% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1609544 |(3) 35-1364963 |B & P CONSTRUCTION |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 6800.00000 6800.00| 4200.00000 4200.00| 7750.00000 7750.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 900.00000 2700.00| 1800.00000 5400.00| 1200.00000 3600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 13600.00000 13600.00| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2600.00000 2600.00| 300.00000 300.00| 5250.00000 5250.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 34.500 m | 1.00000 34.50| 12.00000 414.00| 7.50000 258.75 GUARDRAIL, REMOVE | | | 0006 202-02255 2.000 EACH| 100.00000 200.00| 300.00000 600.00| 400.00000 800.00 TREE, 460 mm, REMOVE | | | 0007 202-02260 1.000 EACH| 100.00000 100.00| 800.00000 800.00| 500.00000 500.00 TREE, 760 mm, REMOVE | | | 0008 202-51330 LUMP| 10000.00000 10000.00| 43508.00000 43508.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 252.000 m2 | 4.50000 1134.00| 7.00000 1764.00| 7.00000 1764.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 790.000 m3 | 10.00000 7900.00| 6.00000 4740.00| 13.50000 10665.00 EXCAVATION, COMMON | | | 0011 203-02070 336.000 m3 | 15.00000 5040.00| 10.00000 3360.00| 14.50000 4872.00 BORROW | | | 0012 205-06931 34.500 Mg | 20.00000 690.00| 22.00000 759.00| 30.00000 1035.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 1.000 EACH| 100.00000 100.00| 102.00000 102.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 199 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,110.50 ROUTE : US 36 CALL ORDER : 199 CONTRACT ID : R -26075-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1609544 |(3) 35-1364963 |B & P CONSTRUCTION |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06937 230.000 m | 6.50000 1495.00| 6.92000 1591.60| 6.50000 1495.00 TEMPORARY SILT FENCE | | | 0015 211-02050 145.000 m3 | 30.00000 4350.00| 24.00000 3480.00| 28.00000 4060.00 B BORROW | | | 0016 303-52308 815.200 Mg | 14.50000 11820.40| 16.00000 13043.20| 15.50000 12635.60 COMPACTED AGGREGATE, O, 53 | | | 0017 303-94433 245.400 m3 | 28.00000 6871.20| 35.00000 8589.00| 28.00000 6871.20 AGGREGATE, 12 FOR STRUCTURE BACKFILL | | | 0018 402-05468 80.800 Mg | 49.50000 3999.60| 55.37000 4473.90| 52.50000 4242.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 337.600 Mg | 41.00000 13841.60| 46.33000 15641.01| 44.00000 14854.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 140.400 Mg | 56.00000 7862.40| 63.28000 8884.51| 58.00000 8143.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 99.500 Mg | 59.00000 5870.50| 66.70000 6636.65| 62.00000 6169.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 522.100 m2 | 4.10000 2140.61| 4.60000 2401.66| 4.40000 2297.24 SEAL COAT, 2 | | | 0023 405-05518 522.100 m2 | 0.70000 365.47| 0.79000 412.46| 0.75000 391.58 ASPHALT FOR PRIME COAT | | | 0024 406-05521 4385.000 m2 | 0.04000 175.40| 0.05000 219.25| 0.05000 219.25 ASPHALT FOR TACK COAT | | | 0025 601-01846 2.000 EACH| 1355.00000 2710.00| 1526.00000 3052.00| 1400.00000 2800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02636 60.960 m | 56.00000 3413.76| 62.15000 3788.66| 57.50000 3505.20 GUARDRAIL, W BEAM, NESTED | | | 0027 601-94689 2.000 EACH| 2100.00000 4200.00| 2317.00000 4634.00| 2250.00000 4500.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 108.600 m | 29.00000 3149.40| 31.98000 3473.03| 30.00000 3258.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-05727 20.000 m | 30.00000 600.00| 26.00000 520.00| 25.00000 500.00 FENCE, FARM FIELD, TENSION WIRE, 1190 mm| | | 0030 615-06505 1.000 EACH| 465.00000 465.00| 520.00000 520.00| 480.00000 480.00 MONUMENT, B | | | 0031 616-02320 328.300 m2 | 3.50000 1149.05| 2.00000 656.60| 3.50000 1149.05 GEOTEXTILES | | | 0032 616-06405 237.000 Mg | 20.00000 4740.00| 21.00000 4977.00| 25.00000 5925.00 RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 750.00000 750.00| 735.00000 735.00| 675.00000 675.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 199 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,110.50 ROUTE : US 36 CALL ORDER : 199 CONTRACT ID : R -26075-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1609544 |(3) 35-1364963 |B & P CONSTRUCTION |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06545 0.500 Mg | 840.00000 420.00| 940.00000 470.00| 850.00000 425.00 FERTILIZER | | | 0035 621-06548 1.400 kg | 50.00000 70.00| 55.94000 78.32| 55.00000 77.00 SEED MIXTURE, CV | | | 0036 621-06553 76.900 kg | 9.00000 692.10| 9.89000 760.54| 9.50000 730.55 SEED MIXTURE, R | | | 0037 621-06555 16.600 kg | 24.00000 398.40| 27.06000 449.20| 25.00000 415.00 SEED MIXTURE, P | | | 0038 621-06565 1.800 Mg | 650.00000 1170.00| 717.55000 1291.59| 650.00000 1170.00 MULCHING MATERIAL | | | 0039 621-06567 2.400 kL | 0.55000 1.32| 0.62000 1.49| 1.00000 2.40 WATER | | | 0040 621-06574 131.600 m2 | 16.50000 2171.40| 18.53000 2438.55| 17.00000 2237.20 SODDING | | | 0041 621-52448 4.000 EACH| 26.00000 104.00| 25.00000 100.00| 27.50000 110.00 SIGN, DO NOT SPRAY | | | 0042 622-98200 4.000 EACH| 26.00000 104.00| 25.00000 100.00| 27.50000 110.00 SIGN, DO NOT DISTURB | | | 0043 702-51015 15.700 m3 | 345.00000 5416.50| 400.00000 6280.00| 400.00000 6280.00 CONCRETE, B, FOOTINGS | | | 0044 703-51030 1758.000 kg | 1.50000 2637.00| 1.00000 1758.00| 1.50000 2637.00 REINFORCING STEEL | | | 0045 714-06613 17.200 m | 3590.00000 61748.00| 4117.56000 70822.03| 4000.00000 68800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 48OO mm X 1800 mm | | | 0046 714-44240 18.200 m3 | 330.00000 6006.00| 650.00000 11830.00| 475.00000 8645.00 CONCRETE, A, STRUCTURES | | | 0047 715-05048 30.000 m | 2.00000 60.00| 10.00000 300.00| 10.00000 300.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05049 30.000 m | 2.50000 75.00| 24.11000 723.30| 20.00000 600.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0049 715-05051 30.000 m | 3.00000 90.00| 33.96000 1018.80| 27.50000 825.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0050 715-05151 9.000 m | 40.00000 360.00| 71.91000 647.19| 80.00000 720.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0051 715-05152 64.000 m | 45.00000 2880.00| 81.62000 5223.68| 90.00000 5760.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0052 715-05168 36.000 m | 40.00000 1440.00| 41.92000 1509.12| 60.00000 2160.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0053 715-46000 6.000 EACH| 175.00000 1050.00| 164.00000 984.00| 225.00000 1350.00 PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 199 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,110.50 ROUTE : US 36 CALL ORDER : 199 CONTRACT ID : R -26075-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1609544 |(3) 35-1364963 |B & P CONSTRUCTION |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46010 1.000 EACH| 175.00000 175.00| 243.00000 243.00| 300.00000 300.00 PIPE END SECTION, 450 mm | | | 0055 720-45035 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| 1000.00000 1000.00 INLET, F7 | | | 0056 801-04308 2.000 EACH| 510.00000 1020.00| 565.00000 1130.00| 120.00000 240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 8.000 EACH| 51.00000 408.00| 57.00000 456.00| 75.00000 600.00 BARRICADE, IIIA | | | 0058 801-06606 4.000 EACH| 55.00000 220.00| 57.00000 228.00| 75.00000 300.00 BARRICADE, IIIB | | | 0059 801-06625 36.000 EACH| 37.00000 1332.00| 41.00000 1476.00| 100.00000 3600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 12.000 EACH| 42.00000 504.00| 45.00000 540.00| 75.00000 900.00 CONSTRUCTION SIGN, A | | | 0061 801-06775 LUMP| 1500.00000 1500.00| 100.00000 100.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0062 802-07060 3.000 EACH| 12.00000 36.00| 96.00000 288.00| 80.00000 240.00 SIGN, SHEET, RELOCATE | | | 0063 802-76055 12.900 m | 46.00000 593.40| 20.05000 258.65| 24.00000 309.60 SIGN POST, A | | | 0064 804-06725 6.000 EACH| 41.00000 246.00| 20.00000 120.00| 20.00000 120.00 DELINEATOR WITH POST, D1, 75 mm | | | 0065 808-06703 640.000 m | 1.50000 960.00| 1.58000 1011.20| 1.10000 704.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0066 808-75240 80.000 m | 1.50000 120.00| 1.58000 126.40| 1.25000 100.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0067 808-75245 290.000 m | 1.50000 435.00| 1.58000 458.20| 1.25000 362.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75998 11.000 EACH| 61.00000 671.00| 68.00000 748.00| 100.00000 1100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 233,482.01| $ 282,345.79| $ 284,495.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 233,482.01| $ 282,345.79| $ 284,495.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 199 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,110.50 ROUTE : US 36 CALL ORDER : 199 CONTRACT ID : R -26075-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1315965 | |YARDBERRY LANDSCAPE |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5600.00000 5600.00| 5281.00000 5281.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2000.00000 6000.00| 2041.00000 6123.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 11500.00000 11500.00| 12100.00000 12100.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 9300.00000 9300.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 34.500 m | 16.00000 552.00| 41.19000 1421.06| GUARDRAIL, REMOVE | | | 0006 202-02255 2.000 EACH| 650.00000 1300.00| 457.27000 914.54| TREE, 460 mm, REMOVE | | | 0007 202-02260 1.000 EACH| 900.00000 900.00| 1380.16000 1380.16| TREE, 760 mm, REMOVE | | | 0008 202-51330 LUMP| 12000.00000 12000.00| 9230.00000 9230.00| PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 252.000 m2 | 10.00000 2520.00| 14.87000 3747.24| SURFACE MILLING, ASPHALT | | | 0010 203-02000 790.000 m3 | 14.00000 11060.00| 27.81000 21969.90| EXCAVATION, COMMON | | | 0011 203-02070 336.000 m3 | 24.00000 8064.00| 23.50000 7896.00| BORROW | | | 0012 205-06931 34.500 Mg | 100.00000 3450.00| 50.30000 1735.35| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 1.000 EACH| 150.00000 150.00| 98.08000 98.08| TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 230.000 m | 4.00000 920.00| 8.71000 2003.30| TEMPORARY SILT FENCE | | | 0015 211-02050 145.000 m3 | 30.00000 4350.00| 25.15000 3646.75| B BORROW | | | 0016 303-52308 815.200 Mg | 22.00000 17934.40| 14.79000 12056.81| COMPACTED AGGREGATE, O, 53 | | | 0017 303-94433 245.400 m3 | 35.00000 8589.00| 52.60000 12908.04| AGGREGATE, 12 FOR STRUCTURE BACKFILL | | | 0018 402-05468 80.800 Mg | 55.00000 4444.00| 51.76000 4182.21| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 337.600 Mg | 60.00000 20256.00| 43.31000 14621.46| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 140.400 Mg | 57.00000 8002.80| 59.15000 8304.66| HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 199 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,110.50 ROUTE : US 36 CALL ORDER : 199 CONTRACT ID : R -26075-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1315965 | |YARDBERRY LANDSCAPE |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05481 99.500 Mg | 61.00000 6069.50| 62.32000 6200.84| HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 522.100 m2 | 6.00000 3132.60| 4.33000 2260.69| SEAL COAT, 2 | | | 0023 405-05518 522.100 m2 | 1.50000 783.15| 0.74000 386.35| ASPHALT FOR PRIME COAT | | | 0024 406-05521 4385.000 m2 | 0.50000 2192.50| 0.04000 175.40| ASPHALT FOR TACK COAT | | | 0025 601-01846 2.000 EACH| 1550.00000 3100.00| 1690.04000 3380.08| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02636 60.960 m | 62.00000 3779.52| 77.11000 4700.63| GUARDRAIL, W BEAM, NESTED | | | 0027 601-94689 2.000 EACH| 2255.00000 4510.00| 2112.55000 4225.10| GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 108.600 m | 32.00000 3475.20| 34.86000 3785.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-05727 20.000 m | 30.00000 600.00| 95.06000 1901.20| FENCE, FARM FIELD, TENSION WIRE, 1190 mm| | | 0030 615-06505 1.000 EACH| 506.00000 506.00| 739.39000 739.39| MONUMENT, B | | | 0031 616-02320 328.300 m2 | 5.00000 1641.50| 2.59000 850.30| GEOTEXTILES | | | 0032 616-06405 237.000 Mg | 32.00000 7584.00| 25.44000 6029.28| RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 750.00000 750.00| 686.58000 686.58| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 0.500 Mg | 500.00000 250.00| 878.82000 439.41| FERTILIZER | | | 0035 621-06548 1.400 kg | 150.00000 210.00| 52.29000 73.21| SEED MIXTURE, CV | | | 0036 621-06553 76.900 kg | 7.00000 538.30| 9.24000 710.56| SEED MIXTURE, R | | | 0037 621-06555 16.600 kg | 7.00000 116.20| 25.30000 419.98| SEED MIXTURE, P | | | 0038 621-06565 1.800 Mg | 425.00000 765.00| 670.73000 1207.31| MULCHING MATERIAL | | | 0039 621-06567 2.400 kL | 10.00000 24.00| 0.58000 1.39| WATER | | | 0040 621-06574 131.600 m2 | 15.00000 1974.00| 17.32000 2279.31| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 199 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,110.50 ROUTE : US 36 CALL ORDER : 199 CONTRACT ID : R -26075-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1315965 | |YARDBERRY LANDSCAPE |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-52448 4.000 EACH| 35.00000 140.00| 26.41000 105.64| SIGN, DO NOT SPRAY | | | 0042 622-98200 4.000 EACH| 35.00000 140.00| 26.41000 105.64| SIGN, DO NOT DISTURB | | | 0043 702-51015 15.700 m3 | 500.00000 7850.00| 1062.38000 16679.37| CONCRETE, B, FOOTINGS | | | 0044 703-51030 1758.000 kg | 1.75000 3076.50| 2.05000 3603.90| REINFORCING STEEL | | | 0045 714-06613 17.200 m | 3604.65100 62000.00| 4312.77000 74179.64| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 48OO mm X 1800 mm | | | 0046 714-44240 18.200 m3 | 950.00000 17290.00| 1696.50000 30876.30| CONCRETE, A, STRUCTURES | | | 0047 715-05048 30.000 m | 33.00000 990.00| 34.51000 1035.30| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05049 30.000 m | 45.00000 1350.00| 36.22000 1086.60| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0049 715-05051 30.000 m | 60.00000 1800.00| 41.39000 1241.70| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0050 715-05151 9.000 m | 85.00000 765.00| 135.01000 1215.09| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0051 715-05152 64.000 m | 110.00000 7040.00| 75.13000 4808.32| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0052 715-05168 36.000 m | 80.00000 2880.00| 62.83000 2261.88| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0053 715-46000 6.000 EACH| 220.00000 1320.00| 622.02000 3732.12| PIPE END SECTION, 300 mm | | | 0054 715-46010 1.000 EACH| 350.00000 350.00| 705.22000 705.22| PIPE END SECTION, 450 mm | | | 0055 720-45035 1.000 EACH| 1400.00000 1400.00| 1009.60000 1009.60| INLET, F7 | | | 0056 801-04308 2.000 EACH| 100.00000 200.00| 528.14000 1056.28| ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 8.000 EACH| 65.00000 520.00| 52.81000 422.48| BARRICADE, IIIA | | | 0058 801-06606 4.000 EACH| 70.00000 280.00| 52.81000 211.24| BARRICADE, IIIB | | | 0059 801-06625 36.000 EACH| 100.00000 3600.00| 38.55000 1387.80| DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 12.000 EACH| 60.00000 720.00| 42.25000 507.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 199 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,110.50 ROUTE : US 36 CALL ORDER : 199 CONTRACT ID : R -26075-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1315965 | |YARDBERRY LANDSCAPE |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06775 LUMP| 4500.00000 4500.00| 422.51000 422.51| MAINTAINING TRAFFIC | | | 0062 802-07060 3.000 EACH| 100.00000 300.00| 10.56000 31.68| SIGN, SHEET, RELOCATE | | | 0063 802-76055 12.900 m | 19.00000 245.10| 47.53000 613.14| SIGN POST, A | | | 0064 804-06725 6.000 EACH| 22.00000 132.00| 42.25000 253.50| DELINEATOR WITH POST, D1, 75 mm | | | 0065 808-06703 640.000 m | 1.20000 768.00| 1.48000 947.20| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0066 808-75240 80.000 m | 1.20000 96.00| 1.48000 118.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0067 808-75245 290.000 m | 1.20000 348.00| 1.48000 429.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75998 11.000 EACH| 99.00000 1089.00| 63.38000 697.18| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 298,783.27| $ 329,116.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 298,783.27| $ 329,116.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 203 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 311,108.42 ROUTE : SR 9 CALL ORDER : 203 CONTRACT ID : R -26077-A COUNTIES : MADISON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/07/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1790012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1912582 EDSAM CONSTRUCTION, INC. $ 290,597.74 100.0000% 2 35-1315965 FOX CONTRACTORS CORP. $ 291,770.21 100.4034% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 306,377.78 105.4302% 4 35-1609544 SCHUTT-LOOKABILL CO $ 314,955.33 108.3818% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 434,012.94 149.3517% ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1315965 |(3) 35-0918397 |EDSAM CONSTRUCTION, INC. |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4400.00000 4400.00| 2630.00000 2630.00| 2900.00000 2900.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 12100.00000 12100.00| 3060.00000 3060.00| 15300.00000 15300.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 4400.00000 4400.00| 3845.00000 3845.00| 6120.00000 6120.00 CLEARING RIGHT OF WAY | | | 0004 202-02241 141.000 m | 13.20000 1861.20| 12.10000 1706.10| 15.45000 2178.45 GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 19800.00000 19800.00| 11685.00000 11685.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 591.000 m2 | 6.60000 3900.60| 3.10000 1832.10| 11.50000 6796.50 SURFACE MILLING, ASPHALT | | | 0007 203-02000 1069.000 m3 | 13.20000 14110.80| 18.50000 19776.50| 18.50000 19776.50 EXCAVATION, COMMON | | | 0008 203-06499 125.000 m2 | 16.50000 2062.50| 23.30000 2912.50| 11.00000 1375.00 SUBGRADE TREATMENT | | | 0009 203-51223 189.000 m3 | 16.50000 3118.50| 31.80000 6010.20| 23.00000 4347.00 EXCAVATION, WATERWAY | | | 0010 205-02231 3.000 m | 110.00000 330.00| 171.50000 514.50| 45.00000 135.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-06937 165.000 m | 7.70000 1270.50| 6.90000 1138.50| 6.60000 1089.00 TEMPORARY SILT FENCE | | | 0012 211-06467 814.000 m3 | 44.00000 35816.00| 37.10000 30199.40| 40.00000 32560.00 AGGREGATE FOR END BENT BACKFILL , SIZE | | | NO. 12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 203 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 311,108.42 ROUTE : SR 9 CALL ORDER : 203 CONTRACT ID : R -26077-A COUNTIES : MADISON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1315965 |(3) 35-0918397 |EDSAM CONSTRUCTION, INC. |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 25.000 m3 | 77.00000 1925.00| 100.00000 2500.00| 74.00000 1850.00 FLOWABLE MORTAR | | | 0014 303-52308 120.000 Mg | 19.80000 2376.00| 38.60000 4632.00| 26.00000 3120.00 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05474 20.000 Mg | 88.00000 1760.00| 84.20000 1684.00| 84.00000 1680.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05468 78.000 Mg | 77.00000 6006.00| 73.70000 5748.60| 64.00000 4992.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05477 54.000 Mg | 99.00000 5346.00| 73.70000 3979.80| 71.00000 3834.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 80.000 Mg | 71.50000 5720.00| 68.40000 5472.00| 63.00000 5040.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05487 16.000 Mg | 77.00000 1232.00| 73.70000 1179.20| 101.00000 1616.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0020 402-05490 32.000 Mg | 132.00000 4224.00| 105.25000 3368.00| 84.00000 2688.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 405-05518 64.000 m2 | 8.80000 563.20| 8.40000 537.60| 7.00000 448.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 1153.000 m2 | 0.11000 126.83| 0.06000 69.18| 0.05000 57.65 ASPHALT FOR TACK COAT | | | 0023 601-94689 1.000 EACH| 2970.00000 2970.00| 2815.80000 2815.80| 2500.00000 2500.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99132 1.000 EACH| 110.00000 110.00| 105.25000 105.25| 66.00000 66.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 616-02320 317.000 m2 | 2.20000 697.40| 4.00000 1268.00| 3.00000 951.00 GEOTEXTILES | | | 0026 616-05688 170.000 Mg | 38.50000 6545.00| 40.40000 6868.00| 42.00000 7140.00 RIPRAP, CLASS 1 | | | 0027 616-05689 45.000 Mg | 38.50000 1732.50| 53.00000 2385.00| 42.00000 1890.00 RIPRAP, CLASS 2 | | | 0028 616-06405 5.000 Mg | 55.00000 275.00| 70.00000 350.00| 42.00000 210.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 467.50000 467.50| 450.00000 450.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06557 136.000 kg | 4.95000 673.20| 4.75000 646.00| 4.50000 612.00 SEED MIXTURE, T | | | 0031 621-06559 1240.000 m2 | 0.88000 1091.20| 0.75000 930.00| 0.80000 992.00 MULCHED SEEDING, R | | | 0032 701-90976 1396.000 kg | 2.20000 3071.20| 1.05000 1465.80| 1.20000 1675.20 REINFORCING STEEL, GRADE 60 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 203 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 311,108.42 ROUTE : SR 9 CALL ORDER : 203 CONTRACT ID : R -26077-A COUNTIES : MADISON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1315965 |(3) 35-0918397 |EDSAM CONSTRUCTION, INC. |FOX CONTRACTORS CORP. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 714-03437 54.000 m2 | 555.50000 29997.00| 416.25000 22477.50| 500.00000 27000.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0034 715-05597 0.600 m | 165.00000 99.00| 1070.00000 642.00| 600.00000 360.00 PIPE EXTENSION, CIRCULAR, 600 mm , CMP | | | 0035 715-46020 2.000 EACH| 550.00000 1100.00| 400.00000 800.00| 450.00000 900.00 PIPE END SECTION, 600 mm | | | 0036 723-06927 24.079 m | 4114.00000 99061.01| 5120.00000 123284.48| 5177.00000 124656.98 STRUCTURE, PRECAST THREE-SIDED, , 6100 | | | mm X 3050 mm | | | 0037 801-03290 2.000 EACH| 104.50000 209.00| 190.00000 380.00| 180.00000 360.00 CONSTRUCTION SIGN, C | | | 0038 801-04308 2.000 EACH| 110.00000 220.00| 84.20000 168.40| 80.00000 160.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06605 4.000 EACH| 58.30000 233.20| 58.00000 232.00| 55.00000 220.00 BARRICADE, IIIA | | | 0040 801-06606 4.000 EACH| 69.30000 277.20| 63.00000 252.00| 60.00000 240.00 BARRICADE, IIIB | | | 0041 801-06625 18.000 EACH| 99.00000 1782.00| 42.00000 756.00| 40.00000 720.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 12.000 EACH| 48.40000 580.80| 53.00000 636.00| 50.00000 600.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 33.00000 66.00| 32.00000 64.00| 30.00000 60.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 2200.00000 2200.00| 5525.00000 5525.00| 800.00000 800.00 MAINTAINING TRAFFIC | | | 0045 808-06713 120.000 m | 1.32000 158.40| 3.15000 378.00| 3.00000 360.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-75240 15.000 m | 11.00000 165.00| 15.25000 228.75| 14.50000 217.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0047 202-91840 23.000 m | 38.50000 885.50| 36.85000 847.55| 13.00000 299.00 FENCE, CHAIN LINK, REMOVE | | | 0048 603-06065 12.000 m | 93.50000 1122.00| 89.50000 1074.00| 35.00000 420.00 FENCE, CHAIN LINK, RESET | | | 0049 603-97461 33.000 m | 71.50000 2359.50| 68.50000 2260.50| 80.00000 2640.00 TEMPORARY FENCE , CHAIN LINK, 2720 mm | | | SECTION TOTALS | $ 290,597.74| $ 291,770.21| $ 306,377.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 290,597.74| $ 291,770.21| $ 306,377.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 203 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 311,108.42 ROUTE : SR 9 CALL ORDER : 203 CONTRACT ID : R -26077-A COUNTIES : MADISON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0999231 | |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 2625.00000 2625.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 21745.50000 21745.50| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 1600.00000 1600.00| 4725.00000 4725.00| CLEARING RIGHT OF WAY | | | 0004 202-02241 141.000 m | 13.00000 1833.00| 12.08000 1703.28| GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 44637.00000 44637.00| 28175.00000 28175.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 591.000 m2 | 4.00000 2364.00| 7.05000 4166.55| SURFACE MILLING, ASPHALT | | | 0007 203-02000 1069.000 m3 | 3.00000 3207.00| 32.20000 34421.80| EXCAVATION, COMMON | | | 0008 203-06499 125.000 m2 | 4.00000 500.00| 29.40000 3675.00| SUBGRADE TREATMENT | | | 0009 203-51223 189.000 m3 | 15.00000 2835.00| 29.40000 5556.60| EXCAVATION, WATERWAY | | | 0010 205-02231 3.000 m | 50.00000 150.00| 115.50000 346.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-06937 165.000 m | 7.39000 1219.35| 6.87000 1133.55| TEMPORARY SILT FENCE | | | 0012 211-06467 814.000 m3 | 40.75000 33170.50| 40.25000 32763.50| AGGREGATE FOR END BENT BACKFILL , SIZE | | | NO. 12 | | | 0013 213-52830 25.000 m3 | 110.00000 2750.00| 141.75000 3543.75| FLOWABLE MORTAR | | | 0014 303-52308 120.000 Mg | 30.00000 3600.00| 54.60000 6552.00| COMPACTED AGGREGATE, O, 53 | | | 0015 402-05474 20.000 Mg | 90.00000 1800.00| 84.00000 1680.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05468 78.000 Mg | 79.00000 6162.00| 73.50000 5733.00| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05477 54.000 Mg | 79.00000 4266.00| 73.50000 3969.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 80.000 Mg | 73.50000 5880.00| 68.25000 5460.00| HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05487 16.000 Mg | 79.00000 1264.00| 73.50000 1176.00| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 203 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 311,108.42 ROUTE : SR 9 CALL ORDER : 203 CONTRACT ID : R -26077-A COUNTIES : MADISON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0999231 | |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05490 32.000 Mg | 113.00000 3616.00| 105.00000 3360.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0021 405-05518 64.000 m2 | 9.00000 576.00| 8.40000 537.60| ASPHALT FOR PRIME COAT | | | 0022 406-05521 1153.000 m2 | 0.07000 80.71| 0.06000 69.18| ASPHALT FOR TACK COAT | | | 0023 601-94689 1.000 EACH| 3023.00000 3023.00| 2808.75000 2808.75| GUARDRAIL END TREATMENT, OS | | | 0024 601-99132 1.000 EACH| 113.00000 113.00| 105.00000 105.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0025 616-02320 317.000 m2 | 2.00000 634.00| 4.20000 1331.40| GEOTEXTILES | | | 0026 616-05688 170.000 Mg | 44.07000 7491.90| 43.05000 7318.50| RIPRAP, CLASS 1 | | | 0027 616-05689 45.000 Mg | 44.07000 1983.15| 43.05000 1937.25| RIPRAP, CLASS 2 | | | 0028 616-06405 5.000 Mg | 60.00000 300.00| 26.25000 131.25| RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 480.00000 480.00| 446.25000 446.25| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06557 136.000 kg | 5.10000 693.60| 4.73000 643.28| SEED MIXTURE, T | | | 0031 621-06559 1240.000 m2 | 0.81000 1004.40| 0.76000 942.40| MULCHED SEEDING, R | | | 0032 701-90976 1396.000 kg | 0.80000 1116.80| 3.15000 4397.40| REINFORCING STEEL, GRADE 60 | | | 0033 714-03437 54.000 m2 | 617.00000 33318.00| 892.50000 48195.00| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0034 715-05597 0.600 m | 120.00000 72.00| 315.00000 189.00| PIPE EXTENSION, CIRCULAR, 600 mm , CMP | | | 0035 715-46020 2.000 EACH| 380.00000 760.00| 420.00000 840.00| PIPE END SECTION, 600 mm | | | 0036 723-06927 24.079 m | 4844.55000 116651.92| 7205.00000 173489.20| STRUCTURE, PRECAST THREE-SIDED, , 6100 | | | mm X 3050 mm | | | 0037 801-03290 2.000 EACH| 203.00000 406.00| 189.00000 378.00| CONSTRUCTION SIGN, C | | | 0038 801-04308 2.000 EACH| 90.00000 180.00| 84.00000 168.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 203 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 311,108.42 ROUTE : SR 9 CALL ORDER : 203 CONTRACT ID : R -26077-A COUNTIES : MADISON LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0999231 | |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06605 4.000 EACH| 62.00000 248.00| 57.75000 231.00| BARRICADE, IIIA | | | 0040 801-06606 4.000 EACH| 68.00000 272.00| 63.00000 252.00| BARRICADE, IIIB | | | 0041 801-06625 18.000 EACH| 45.00000 810.00| 42.00000 756.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 12.000 EACH| 57.00000 684.00| 52.50000 630.00| CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH| 34.00000 68.00| 31.50000 63.00| CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 1000.00000 1000.00| 10867.50000 10867.50| MAINTAINING TRAFFIC | | | 0045 808-06713 120.000 m | 3.40000 408.00| 3.15000 378.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-75240 15.000 m | 16.40000 246.00| 15.23000 228.45| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0047 202-91840 23.000 m | 40.00000 920.00| 36.75000 845.25| FENCE, CHAIN LINK, REMOVE | | | 0048 603-06065 12.000 m | 96.00000 1152.00| 89.25000 1071.00| FENCE, CHAIN LINK, RESET | | | 0049 603-97461 33.000 m | 73.00000 2409.00| 68.25000 2252.25| TEMPORARY FENCE , CHAIN LINK, 2720 mm | | | SECTION TOTALS | $ 314,955.33| $ 434,012.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 314,955.33| $ 434,012.94| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 209 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,626,459.84 ROUTE : CALL ORDER : 209 CONTRACT ID : R -26152-A COUNTIES : HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : J436008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1489621 HRP CONSTRUCTION, INC. $ 1,626,832.39 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,634,149.82 100.4497% 3 35-1486233 GEIGER DEVELOPING INC. $ 1,865,546.00 114.6735% ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1136349 |(3) 35-1486233 |HRP CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP| 25000.00000 25000.00| 57308.90000 57308.90| 45153.00000 45153.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 14.000 MOS | 1200.00000 16800.00| 2347.60000 32866.40| 300.00000 4200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 80000.00000 80000.00| 81000.00000 81000.00| 130268.47000 130268.47 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 142000.00000 142000.00| 32000.00000 32000.00| 14522.47000 14522.47 CLEARING RIGHT OF WAY | | | 0005 202-60820 29.000 m2 | 28.04000 813.16| 33.97000 985.13| 30.00000 870.00 SURFACE MILLING, ASPHALT | | | 0006 202-91385 10.000 EACH| 150.00000 1500.00| 188.41000 1884.10| 238.00000 2380.00 INLET, REMOVE | | | 0007 202-96133 63.000 m | 25.00000 1575.00| 29.57000 1862.91| 53.90000 3395.70 PIPE, REMOVE | | | 0008 203-02000 3400.000 m3 | 25.00000 85000.00| 13.25000 45050.00| 15.45000 52530.00 EXCAVATION, COMMON | | | 0009 203-02010 2400.000 m3 | 30.00000 72000.00| 62.70000 150480.00| 135.50000 325200.00 EXCAVATION, ROCK | | | 0010 203-02801 1224.000 m3 | 15.00000 18360.00| 24.43000 29902.32| 19.00000 23256.00 BACKFILL FOR WATER MAIN (WATER | | | MAIN/WATER SERVICE) | | | 0011 211-02060 2395.000 m3 | 15.00000 35925.00| 23.76000 56905.20| 28.85000 69095.75 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04075 115.000 Mg | 18.00000 2070.00| 34.31000 3945.65| 45.03000 5178.45 COMPACTED AGGREGATE, O, 73 | | | 0013 303-52308 215.000 Mg | 18.00000 3870.00| 17.42000 3745.30| 27.62000 5938.30 COMPACTED AGGREGATE, O, 53 BASE | | | 0014 305-05204 20.000 Mg | 100.00000 2000.00| 108.91000 2178.20| 100.00000 2000.00 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 209 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,626,459.84 ROUTE : CALL ORDER : 209 CONTRACT ID : R -26152-A COUNTIES : HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1136349 |(3) 35-1486233 |HRP CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05437 2569.000 Mg | 34.52000 88681.88| 37.62000 96645.78| 34.54000 88733.26 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05454 1063.000 Mg | 37.45000 39809.35| 40.79000 43359.77| 37.45000 39809.35 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0018 401-05456 483.000 Mg | 45.56000 22005.48| 49.62000 23966.46| 45.56000 22005.48 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 401-05459 29.000 Mg | 34.54000 1001.66| 37.62000 1090.98| 34.54000 1001.66 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0020 401-05462 13.000 Mg | 37.45000 486.85| 40.79000 530.27| 37.45000 486.85 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0022 401-05464 6.000 Mg | 45.56000 273.36| 49.62000 297.72| 45.56000 273.36 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0023 402-05475 720.000 Mg | 40.15000 28908.00| 43.73000 31485.60| 40.15000 28908.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0024 406-05520 9.000 Mg | 154.00000 1386.00| 167.72000 1509.48| 154.00000 1386.00 ASPHALT FOR TACK COAT | | | 0025 603-03829 8.400 m | 25.00000 210.00| 11.67000 98.03| 43.25000 363.30 FENCE , REMOVE | | | 0026 604-06069 434.000 m2 | 40.00000 17360.00| 40.95000 17772.30| 42.95000 18640.30 CURB RAMP, CONCRETE | | | 0027 604-44251 2.200 m3 | 600.00000 1320.00| 706.96000 1555.31| 900.00000 1980.00 STEPS, CONCRETE , CLASS A | | | 0028 604-91531 1623.000 m2 | 32.00000 51936.00| 31.55000 51205.65| 32.30000 52422.90 SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06140 1612.000 m | 35.00000 56420.00| 46.46000 74893.52| 40.15000 64721.80 CURB AND GUTTER, CONCRETE | | | 0030 610-05527 855.000 Mg | 59.70000 51043.50| 65.02000 55592.10| 59.70000 51043.50 HMA FOR APPROACHES | | | 0031 611-05330 1221.000 m2 | 45.00000 54945.00| 42.17000 51489.57| 35.30000 43101.30 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 611-95023 1.000 EACH| 125.00000 125.00| 162.82000 162.82| 165.00000 165.00 MAILBOX ASSEMBLY, RESET | | | 0038 621-06567 3.000 kL | 0.55000 1.65| 0.60000 1.80| 0.55000 1.65 WATER | | | 0039 621-06575 3420.000 m2 | 3.15000 10773.00| 5.65000 19323.00| 3.15000 10773.00 SODDING, NURSERY | | | 0040 714-02677 13.000 m | 900.00000 11700.00| 669.70000 8706.10| 922.00000 11986.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0041 714-26707 171.000 m | 1100.00000 188100.00| 903.50000 154498.50| 1064.00000 181944.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 209 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,626,459.84 ROUTE : CALL ORDER : 209 CONTRACT ID : R -26152-A COUNTIES : HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1136349 |(3) 35-1486233 |HRP CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-05024 13.000 m | 150.00000 1950.00| 198.61000 2581.93| 376.00000 4888.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0043 715-05149 40.000 m | 65.00000 2600.00| 58.63000 2345.20| 100.00000 4000.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05151 284.000 m | 70.00000 19880.00| 84.03000 23864.52| 109.00000 30956.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05152 41.000 m | 75.00000 3075.00| 74.15000 3040.15| 110.00000 4510.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0046 715-05153 49.000 m | 80.00000 3920.00| 92.32000 4523.68| 152.00000 7448.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0047 715-05154 253.000 m | 90.00000 22770.00| 103.28000 26129.84| 176.00000 44528.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0048 715-05156 201.000 m | 115.00000 23115.00| 149.62000 30073.62| 184.00000 36984.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0049 715-05412 10.000 m | 175.00000 1750.00| 138.25000 1382.50| 212.00000 2120.00 PIPE, SANITARY SEWER, 375 mm | | | 0050 715-05711 179.000 m | 90.00000 16110.00| 31.55000 5647.45| 135.00000 24165.00 PIPE, SANITARY SEWER, 150 mm , PVC, | | | SDR35 | | | 0051 715-06814 30.000 m | 110.00000 3300.00| 77.57000 2327.10| 133.00000 3990.00 PIPE, SANITARY SEWER, 100 mm , DUCTILE | | | IRON | | | 0052 715-06814 90.000 m | 85.00000 7650.00| 30.86000 2777.40| 82.00000 7380.00 PIPE, SANITARY SEWER, 100 mm , PVC, | | | SDR35 | | | 0053 715-44240 2.000 m3 | 500.00000 1000.00| 216.18000 432.36| 250.00000 500.00 CONCRETE, A, STRUCTURES | | | 0054 720-01894 9.000 EACH| 450.00000 4050.00| 358.30000 3224.70| 250.00000 2250.00 CASTING, FURNISH AND ADJUST TO GRADE | | | TYPE A(HT) | | | 0055 720-02810 3.000 EACH| 1830.00000 5490.00| 1467.67000 4403.01| 1310.00000 3930.00 INLET, B5 | | | 0056 720-03194 2.000 EACH| 2340.00000 4680.00| 2192.59000 4385.18| 3401.00000 6802.00 MANHOLE , TYPE C-A(HT) | | | 0057 720-04682 1.000 EACH| 1830.00000 1830.00| 1471.09000 1471.09| 1314.00000 1314.00 INLET , C5 | | | 0058 720-04682 1.000 EACH| 1420.00000 1420.00| 1210.28000 1210.28| 568.00000 568.00 INLET I(HT)-G(HT) | | | 0059 720-45045 10.000 EACH| 1370.00000 13700.00| 1252.39000 12523.90| 870.00000 8700.00 INLET, J10 | | | 0060 720-45145 3.000 EACH| 1370.00000 4110.00| 1264.77000 3794.31| 1052.00000 3156.00 INLET, J10, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 209 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,626,459.84 ROUTE : CALL ORDER : 209 CONTRACT ID : R -26152-A COUNTIES : HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1136349 |(3) 35-1486233 |HRP CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 720-45270 1.000 EACH| 1100.00000 1100.00| 865.03000 865.03| 650.00000 650.00 PIPE CATCH BASIN, 450 mm | | | 0062 720-45410 11.000 EACH| 1620.00000 17820.00| 1360.52000 14965.72| 1247.00000 13717.00 MANHOLE, C4 | | | 0063 720-45510 3.000 EACH| 1620.00000 4860.00| 1114.66000 3343.98| 1260.00000 3780.00 MANHOLE, C4, MODIFIED | | | 0064 720-45605 2.000 m | 750.00000 1500.00| 311.47000 622.94| 2155.00000 4310.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0065 720-95409 1.000 EACH| 2040.00000 2040.00| 1504.55000 1504.55| 1688.00000 1688.00 MANHOLE, J4, MODIFIED | | | 0066 720-95422 6.000 EACH| 2040.00000 12240.00| 1808.43000 10850.58| 2014.00000 12084.00 MANHOLE, J4 | | | 0067 720-98174 30.000 EACH| 2160.00000 64800.00| 1834.88000 55046.40| 1580.00000 47400.00 INLET, B15 | | | 0068 732-03072 4.000 EACH| 630.00000 2520.00| 287.90000 1151.60| 650.00000 2600.00 TEE , D.I. 300 mm X 300 mm | | | 0069 732-03072 1.000 EACH| 250.00000 250.00| 120.32000 120.32| 205.00000 205.00 TEE , D.I., 150 mm X 150 mm | | | 0070 732-03072 3.000 EACH| 445.00000 1335.00| 247.87000 743.61| 355.00000 1065.00 TEE , D.I., 300 mm X 150 mm | | | 0071 732-03073 1.000 EACH| 350.00000 350.00| 157.64000 157.64| 205.00000 205.00 CROSS , D.I., 150 mm X 150 mm | | | 0072 732-03073 1.000 EACH| 1380.00000 1380.00| 651.31000 651.31| 560.00000 560.00 CROSS , D.I., 150 mm X 340 mm | | | 0073 732-03074 2.000 EACH| 155.00000 310.00| 58.70000 117.40| 25.00000 50.00 REDUCER , D.I., 150 mm X 100 mm, RESTR. | | | 0074 732-03074 1.000 EACH| 300.00000 300.00| 112.88000 112.88| 72.00000 72.00 REDUCER , D.I., 300 mm X 100 mm, RESTR. | | | 0075 732-03074 1.000 EACH| 305.00000 305.00| 114.49000 114.49| 73.00000 73.00 REDUCER , D.I., 300 mm X 150 mm, RESTR. | | | 0076 732-03074 1.000 EACH| 370.00000 370.00| 137.47000 137.47| 89.00000 89.00 REDUCER , D.I., 300 mm X 250 mm, RESTR. | | | 0077 732-03074 1.000 EACH| 580.00000 580.00| 283.16000 283.16| 95.00000 95.00 REDUCER , D.I., 340 mm X 300 mm, RESTR. | | | 0078 732-03942 5.000 EACH| 1950.00000 9750.00| 1815.42000 9077.10| 2850.00000 14250.00 HYDRANT , TYPE I, ASSBLY INCL.VALVE & | | | ALL FIT'GS | | | 0079 732-04836 1.000 EACH| 600.00000 600.00| 512.27000 512.27| 420.00000 420.00 GATE VALVE , AND BOX 150 mm | | | 0080 732-04836 1.000 EACH| 1050.00000 1050.00| 963.23000 963.23| 809.00000 809.00 GATE VALVE , AND BOX, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 209 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,626,459.84 ROUTE : CALL ORDER : 209 CONTRACT ID : R -26152-A COUNTIES : HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1136349 |(3) 35-1486233 |HRP CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 732-04836 2.000 EACH| 1240.00000 2480.00| 1145.83000 2291.66| 1545.00000 3090.00 GATE VALVE , AND BOX, 300 mm | | | 0082 732-04846 1.000 EACH| 175.00000 175.00| 128.29000 128.29| 135.00000 135.00 ELL , 11.25 DEGREE, D.I., 150 mm | | | 0083 732-04846 2.000 EACH| 480.00000 960.00| 299.89000 599.78| 205.00000 410.00 ELL , 11.25 DEGREE, D.I., 300 mm | | | 0084 732-04846 1.000 EACH| 175.00000 175.00| 128.29000 128.29| 236.00000 236.00 ELL , 22.5 DEGREE, D.I., 150 mm | | | 0085 732-04846 1.000 EACH| 480.00000 480.00| 299.89000 299.89| 481.00000 481.00 ELL , 22.5 DEGREE, D.I., 300 mm | | | 0086 732-04846 4.000 EACH| 480.00000 1920.00| 299.89000 1199.56| 609.00000 2436.00 ELL , 45 DEGREE, D.I., 300 mm | | | 0087 732-04846 4.000 EACH| 180.00000 720.00| 131.92000 527.68| 135.00000 540.00 ELL , 90 DEGREE, D.I., 150 mm | | | 0088 732-04846 1.000 EACH| 445.00000 445.00| 252.28000 252.28| 165.00000 165.00 ELL , 90 DEGREE, D.I., 250 mm | | | 0089 732-04846 1.000 EACH| 615.00000 615.00| 319.63000 319.63| 205.00000 205.00 ELL , 90 DEGREE, D.I., 300 mm | | | 0090 732-04932 2.000 EACH| 4800.00000 9600.00| 1180.60000 2361.20| 1450.00000 2900.00 TAPPING TEE AND VALVE, WITH VALVE BOX , | | | D.I., 100 mm | | | 0091 732-04932 5.000 EACH| 5200.00000 26000.00| 1365.27000 6826.35| 1660.00000 8300.00 TAPPING TEE AND VALVE, WITH VALVE BOX , | | | D.I., 150 mm | | | 0092 732-04932 1.000 EACH| 6300.00000 6300.00| 2271.87000 2271.87| 2069.00000 2069.00 TAPPING TEE AND VALVE, WITH VALVE BOX , | | | D.I., 250 mm | | | 0093 732-04932 5.000 EACH| 7000.00000 35000.00| 2892.38000 14461.90| 2536.00000 12680.00 TAPPING TEE AND VALVE, WITH VALVE BOX , | | | D.I., 300 mm | | | 0094 732-04932 1.000 EACH| 8000.00000 8000.00| 6911.71000 6911.71| 3720.00000 3720.00 TAPPING TEE AND VALVE, WITH VALVE BOX , | | | D.I., 340 mm | | | 0095 732-91738 218.000 m | 65.00000 14170.00| 75.61000 16482.98| 64.50000 14061.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0096 732-94780 33.000 EACH| 800.00000 26400.00| 784.32000 25882.56| 1780.00000 58740.00 WATER SERVICE CONNECTION TYPE K, COPPER,| | | 19 mm | | | 0097 732-96670 712.000 m | 115.00000 81880.00| 132.16000 94097.92| 87.25000 62122.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0098 801-04308 5.000 EACH| 436.00000 2180.00| 474.83000 2374.15| 436.00000 2180.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 209 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,626,459.84 ROUTE : CALL ORDER : 209 CONTRACT ID : R -26152-A COUNTIES : HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1136349 |(3) 35-1486233 |HRP CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 801-06207 762.000 m | 10.13000 7719.06| 3.57000 2720.34| 5.35000 4076.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0100 801-06606 14.000 EACH| 102.00000 1428.00| 111.09000 1555.26| 102.00000 1428.00 BARRICADE, IIIB | | | 0101 801-06625 24.000 EACH| 51.00000 1224.00| 55.54000 1332.96| 51.00000 1224.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0102 801-06640 27.000 EACH| 103.00000 2781.00| 112.17000 3028.59| 103.00000 2781.00 CONSTRUCTION SIGN, A | | | 0103 801-06645 14.000 EACH| 1.00000 14.00| 1.09000 15.26| 1.00000 14.00 CONSTRUCTION SIGN, B | | | 0104 801-06775 LUMP| 8000.00000 8000.00| 61850.54000 61850.54| 65345.00000 65345.00 MAINTAINING TRAFFIC | | | 0105 802-76025 15.050 m2 | 133.20000 2004.66| 145.06000 2183.15| 133.20000 2004.66 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0106 802-76035 0.840 m2 | 448.01000 376.33| 487.93000 409.86| 448.02000 376.34 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0107 802-76055 46.000 m | 31.57000 1452.22| 34.38000 1581.48| 31.57000 1452.22 SIGN POST, A , U CHANNEL | | | 0108 808-06703 653.000 m | 0.01000 6.53| 0.01000 6.53| 0.01000 6.53 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0109 808-75240 82.000 m | 0.01000 0.82| 0.01000 0.82| 0.01000 0.82 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0110 808-75245 1523.000 m | 0.01000 15.23| 0.01000 15.23| 0.01000 15.23 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0111 808-75297 49.000 m | 7.75000 379.75| 8.44000 413.56| 7.75000 379.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0112 808-75300 163.000 m | 6.40000 1043.20| 6.97000 1136.11| 6.40000 1043.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0113 808-95933 245.000 m | 3.70000 906.50| 4.03000 987.35| 3.70000 906.50 CURB PAINTING, YELLOW | | | 0114 402-05488 8.000 Mg | 40.15000 321.20| 43.73000 349.84| 40.15000 321.20 HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0115 202-02250 1.000 EACH| 400.00000 400.00| 339.79000 339.79| 750.00000 750.00 TREE, 250 mm, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 209 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,626,459.84 ROUTE : CALL ORDER : 209 CONTRACT ID : R -26152-A COUNTIES : HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1136349 |(3) 35-1486233 |HRP CONSTRUCTION, INC. |TSCHUOR, GALE COMPANY, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 202-02255 1.000 EACH| 540.00000 540.00| 1080.36000 1080.36| 865.00000 865.00 TREE, 460 mm, REMOVE | | | 0117 202-02260 2.000 EACH| 730.00000 1460.00| 2973.16000 5946.32| 1020.00000 2040.00 TREE, 760 mm, REMOVE | | | SECTION TOTALS | $ 1,626,832.39| $ 1,634,149.82| $ 1,865,546.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,626,832.39| $ 1,634,149.82| $ 1,865,546.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0956011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 8,615,131.87 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 8,766,282.00 101.7544% 3 31-4351261 SHELLY & SANDS, INC. $ 9,316,582.59 108.1420% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 9,489,615.00 110.1505% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 48017.71000 48017.71 CONSTRUCTION ENGINEERING | | | 0002 105-07039 22.000 MOS | 2650.00000 58300.00| 2400.00000 52800.00| 1377.48000 30304.56 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 360000.00000 360000.00| 148764.08000 148764.08| 108226.08000 108226.08 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01498 80.000 EACH| 30.00000 2400.00| 31.00000 2480.00| 69.36000 5548.80 PAVEMENT MESSAGE MARKINGS, LANE | | | INDICATION ARROW, REMOVE | | | 0005 202-01499 48.000 EACH| 30.00000 1440.00| 31.00000 1488.00| 80.03000 3841.44 PAVEMENT MESSAGE MARKINGS, WORD (ONLY), | | | REMOVE | | | 0006 202-02236 3782.000 SYS | 0.56000 2117.92| 0.65000 2458.30| 2.40000 9076.80 SURFACE, REMOVE | | | 0007 202-02240 8900.000 SYS | 6.65000 59185.00| 6.90000 61410.00| 6.81000 60609.00 PAVEMENT, REMOVE | | | 0008 202-02241 4091.000 LFT | 3.00000 12273.00| 1.50000 6136.50| 1.87000 7650.17 GUARDRAIL, REMOVE | | | 0009 202-02272 30.000 LFT | 10.00000 300.00| 27.00000 810.00| 10.67000 320.10 PAVED SIDE DITCH, REMOVE | | | 0010 202-60820 154154.000 SYS | 0.36000 55495.44| 0.23000 35455.42| 0.46000 70910.84 SURFACE MILLING, ASPHALT | | | 0011 202-60822 16120.000 SYS | 0.60000 9672.00| 0.85000 13702.00| 1.21000 19505.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 202-86946 11.000 EACH| 320.00000 3520.00| 260.00000 2860.00| 341.46000 3756.06 HANDHOLE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-90277 11.000 EACH| 250.00000 2750.00| 210.00000 2310.00| 266.77000 2934.47 DETECTOR HOUSING, REMOVE | | | 0014 202-93741 5.000 EACH| 200.00000 1000.00| 365.00000 1825.00| 106.71000 533.55 GUARD RAIL END TREATMENT, REMOVE | | | 0015 202-95027 2.000 EACH| 500.00000 1000.00| 940.00000 1880.00| 546.96000 1093.92 IMPACT ATTENUATOR, REMOVE | | | 0016 202-96022 1.000 EACH| 450.00000 450.00| 850.00000 850.00| 480.18000 480.18 CONCRETE FOUNDATION, REMOVE | | | 0017 202-96632 1.000 EACH| 1500.00000 1500.00| 1575.00000 1575.00| 1600.59000 1600.59 TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0018 202-98488 41.000 EACH| 350.00000 14350.00| 115.00000 4715.00| 160.06000 6562.46 PIPE END SECTION, REMOVE | | | 0019 203-02000 15356.000 CYS | 11.46000 175979.76| 12.25000 188111.00| 12.16000 186728.96 EXCAVATION, COMMON | | | 0020 203-02070 15279.000 CYS | 8.70000 132927.30| 9.20000 140566.80| 8.64000 132010.56 BORROW | | | 0021 205-06933 22.000 EACH| 50.00000 1100.00| 57.00000 1254.00| 53.35000 1173.70 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 1000.000 LFT | 1.52000 1520.00| 1.60000 1600.00| 1.62000 1620.00 TEMPORARY SILT FENCE | | | 0023 211-02060 2230.000 CYS | 12.20000 27206.00| 9.00000 20070.00| 10.67000 23794.10 B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 18038.000 TON | 11.27000 203288.26| 12.00000 216456.00| 12.52000 225835.76 COMPACTED AGGREGATE, O, 53 | | | 0025 305-05204 100.000 TON | 79.80000 7980.00| 75.00000 7500.00| 38.56000 3856.00 HMA FOR PATCHING | | | 0026 305-05731 14850.000 TON | 34.00000 504900.00| 35.00000 519750.00| 32.42000 481437.00 WIDENING WITH QC/QA HMA | | | 0027 305-60970 2555.000 TON | 14.90000 38069.50| 13.00000 33215.00| 12.52000 31988.60 WIDENING WITH COMPACTED AGGREGATE , O, | | | 53 | | | 0028 305-97019 123137.000 SYS | 1.30000 160078.10| 1.50000 184705.50| 1.33000 163772.21 RUBBLIZED PCCP | | | 0029 305-97026 4929.000 TON | 5.00000 24645.00| 12.00000 59148.00| 16.57000 81673.53 AGGREGATE, NO. 73 | | | 0030 401-05437 34375.000 TON | 24.00000 825000.00| 24.70000 849062.50| 26.10000 897187.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0031 401-05455 41404.000 TON | 24.75000 1024749.00| 25.50000 1055802.00| 27.43000 1135711.72 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0032 401-05456 20200.000 TON | 36.00000 727200.00| 37.20000 751440.00| 42.30000 854460.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 401-05459 25861.000 TON | 24.50000 633594.50| 25.00000 646525.00| 29.95000 774536.95 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0034 401-05463 16102.000 TON | 25.00000 402550.00| 27.00000 434754.00| 29.00000 466958.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0035 401-05464 10649.000 TON | 37.25000 396675.25| 35.50000 378039.50| 43.00000 457907.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0036 401-05467 163150.000 LFT | 0.10000 16315.00| 0.25000 40787.50| 0.09000 14683.50 MILLED HMA CORRUGATIONS | | | 0037 401-06264 LUMP| 4908.92000 4908.92| 5500.00000 5500.00| 16005.90000 16005.90 PROFILOGRAPH, HMA | | | 0038 402-05475 27135.000 TON | 24.00000 651240.00| 25.50000 691942.50| 27.51000 746483.85 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0039 402-05495 100.000 TON | 60.00000 6000.00| 30.00000 3000.00| 35.20000 3520.00 HMA WEDGE AND LEVEL | | | 0040 405-05517 471.000 TON | 262.80000 123778.80| 240.00000 113040.00| 228.44000 107595.24 ASPHALT FOR PRIME COAT | | | 0041 406-05520 437.000 TON | 156.00000 68172.00| 165.00000 72105.00| 164.98000 72096.26 ASPHALT FOR TACK COAT | | | 0042 601-01128 7.000 EACH| 1100.00000 7700.00| 850.00000 5950.00| 1029.71000 7207.97 GUARDRAIL TRANSITION TYPE WGB | | | 0043 601-01626 2.000 EACH| 1600.00000 3200.00| 1300.00000 2600.00| 1387.18000 2774.36 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0044 601-02206 596.000 LFT | 7.00000 4172.00| 8.00000 4768.00| 5.82000 3468.72 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0045 601-05999 1.000 EACH| 30.00000 30.00| 31.00000 31.00| 42.68000 42.68 CURVED TERMINAL END | | | 0046 601-06228 2.000 EACH| 57000.00000 114000.00| 54000.00000 108000.00| 57514.55000 115029.10 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0048 601-94689 7.000 EACH| 1900.00000 13300.00| 1900.00000 13300.00| 2054.09000 14378.63 GUARDRAIL END TREATMENT, OS | | | 0049 601-94690 3.000 EACH| 2900.00000 8700.00| 3000.00000 9000.00| 3078.47000 9235.41 GUARDRAIL END TREATMENT, MS | | | 0050 601-97080 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 2134.12000 4268.24 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0051 601-97774 1.000 EACH| 800.00000 800.00| 1100.00000 1100.00| 826.97000 826.97 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0052 601-97803 1.000 EACH| 2200.00000 2200.00| 1900.00000 1900.00| 2134.12000 2134.12 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 601-99105 3458.000 LFT | 9.00000 31122.00| 9.50000 32851.00| 8.75000 30257.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0054 601-99108 456.000 LFT | 15.00000 6840.00| 15.75000 7182.00| 13.61000 6206.16 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0055 602-06639 250.000 LFT | 40.63000 10157.50| 46.50000 11625.00| 32.01000 8002.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0056 603-93088 1000.000 LFT | 6.00000 6000.00| 4.75000 4750.00| 7.20000 7200.00 FENCE, FARM FIELD, REPAIR | | | 0057 607-06335 31.000 LFT | 60.00000 1860.00| 44.00000 1364.00| 64.02000 1984.62 PAVED SIDE DITCH, A | | | 0058 607-06350 23.000 LFT | 80.00000 1840.00| 58.00000 1334.00| 85.36000 1963.28 PAVED SIDE DITCH, D | | | 0059 610-05527 8294.000 TON | 35.00000 290290.00| 34.00000 281996.00| 44.23000 366843.62 HMA FOR APPROACHES | | | 0060 611-06497 5.000 EACH| 120.00000 600.00| 120.00000 600.00| 128.05000 640.25 MAILBOX ASSEMBLY, SINGLE | | | 0061 611-06498 6.000 EACH| 160.00000 960.00| 135.00000 810.00| 170.73000 1024.38 MAILBOX ASSEMBLY, DOUBLE | | | 0062 611-52817 2.000 EACH| 12487.00000 24974.00| 18600.00000 37200.00| 16886.23000 33772.46 TEMPORARY CROSSOVER, B | | | 0063 615-06510 2.000 EACH| 150.00000 300.00| 160.00000 320.00| 160.06000 320.12 MONUMENT, C | | | 0064 615-06520 26.000 EACH| 150.00000 3900.00| 160.00000 4160.00| 160.06000 4161.56 MONUMENT, RE-ESTABLISH | | | 0065 615-06525 5.000 EACH| 540.00000 2700.00| 275.00000 1375.00| 266.77000 1333.85 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0066 616-02320 1028.000 SYS | 1.00000 1028.00| 2.50000 2570.00| 1.07000 1099.96 GEOTEXTILES | | | 0067 616-06025 328.000 CYS | 20.00000 6560.00| 20.00000 6560.00| 21.34000 6999.52 BORROW, COHESIVE | | | 0068 616-06405 984.000 TON | 21.30000 20959.20| 26.00000 25584.00| 22.73000 22366.32 RIPRAP, REVETMENT | | | 0069 616-06451 44.000 TON | 27.30000 1201.20| 30.00000 1320.00| 29.13000 1281.72 RIPRAP, UNIFORM | | | 0070 616-95754 885.000 LFT | 2.00000 1770.00| 3.40000 3009.00| 2.13000 1885.05 PAVED SIDE DITCH, BREAK | | | 0071 617-04488 1000.000 SYS | 3.00000 3000.00| 4.25000 4250.00| 3.20000 3200.00 GEOGRID, SUBGRADE | | | 0072 621-01004 4.000 EACH| 200.00000 800.00| 400.00000 1600.00| 213.41000 853.64 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 621-06559 116305.000 SYS | 0.30000 34891.50| 0.25000 29076.25| 0.32000 37217.60 MULCHED SEEDING, R | | | 0074 621-06567 653.000 MG | 2.00000 1306.00| 2.00000 1306.00| 2.13000 1390.89 WATER | | | 0075 621-06574 316.000 SYS | 4.50000 1422.00| 3.00000 948.00| 4.80000 1516.80 SODDING | | | 0076 715-02839 150.000 LFT | 54.40000 8160.00| 70.00000 10500.00| 58.05000 8707.50 PIPE, POLYETHYLENE LINER, 24 IN. | | | 0078 715-02979 688.000 LFT | 34.12000 23474.56| 44.00000 30272.00| 36.41000 25050.08 PIPE, POLYETHYLENE LINER, 12 IN. | | | 0079 715-03403 780.000 LFT | 36.00000 28080.00| 42.00000 32760.00| 38.41000 29959.80 PIPE, POLYETHYLENE LINER, 15 IN. | | | 0081 715-05048 5932.000 LFT | 2.05000 12160.60| 1.80000 10677.60| 2.19000 12991.08 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0082 715-05053 6552.000 LFT | 12.24000 80196.48| 8.00000 52416.00| 8.27000 54185.04 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0083 715-05118 300.000 LFT | 19.00000 5700.00| 18.00000 5400.00| 20.27000 6081.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0084 715-05119 310.000 LFT | 21.25000 6587.50| 20.00000 6200.00| 22.68000 7030.80 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0085 715-05121 360.000 LFT | 23.60000 8496.00| 23.00000 8280.00| 25.18000 9064.80 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0086 715-05123 300.000 LFT | 34.50000 10350.00| 32.00000 9600.00| 36.81000 11043.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0087 715-05129 15.000 LFT | 88.00000 1320.00| 100.00000 1500.00| 93.90000 1408.50 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0088 715-05203 91290.000 LFT | 1.15000 104983.50| 1.10000 100419.00| 1.13000 103157.70 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0089 715-05235 8.000 LFT | 106.00000 848.00| 85.00000 680.00| 8.54000 68.32 PIPE, TYPE 1, DEFORMED, MIN. AREA 4.4 | | | SQ. FT. | | | 0090 715-05237 30.000 LFT | 45.00000 1350.00| 105.00000 3150.00| 48.02000 1440.60 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0091 715-06492 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1600.59000 1600.59 CONCRETE ANCHOR, 54 IN. | | | 0092 715-26730 2.000 EACH| 5390.00000 10780.00| 3350.00000 6700.00| 5751.46000 11502.92 GRATED BOX END SECTION, II, 4::1, 24 IN.| | | 0093 715-26768 1.000 EACH| 5175.00000 5175.00| 2200.00000 2200.00| 5522.04000 5522.04 GRATED BOX END SECTION, I, 2:1, 18 IN. | | | 0094 715-26769 1.000 EACH| 5390.00000 5390.00| 2850.00000 2850.00| 5751.45000 5751.45 GRATED BOX END SECTION, I, 2:1, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 715-46000 10.000 EACH| 255.00000 2550.00| 235.00000 2350.00| 272.10000 2721.00 PIPE END SECTION, 12 IN. | | | 0096 715-46005 9.000 EACH| 290.00000 2610.00| 250.00000 2250.00| 309.45000 2785.05 PIPE END SECTION, 15 IN. | | | 0097 715-46010 8.000 EACH| 390.00000 3120.00| 270.00000 2160.00| 416.15000 3329.20 PIPE END SECTION, 18 IN. | | | 0098 715-46020 4.000 EACH| 565.00000 2260.00| 345.00000 1380.00| 602.89000 2411.56 PIPE END SECTION, 24 IN. | | | 0099 715-46030 2.000 EACH| 690.00000 1380.00| 425.00000 850.00| 736.27000 1472.54 PIPE END SECTION, 30 IN. | | | 0100 715-46080 1.000 EACH| 590.00000 590.00| 400.00000 400.00| 629.57000 629.57 PIPE END SECTION, MIN. AREA 4.4 SQ. FT. | | | 0101 715-46095 2.000 EACH| 725.00000 1450.00| 700.00000 1400.00| 773.62000 1547.24 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0102 715-97755 1.000 EACH| 4485.00000 4485.00| 2300.00000 2300.00| 4785.77000 4785.77 GRATED BOX END SECTION, I, 3:1, 12 IN. | | | 0103 718-06529 179.000 EACH| 450.00000 80550.00| 420.00000 75180.00| 426.82000 76400.78 OUTLET PROTECTOR, 2 | | | 0104 718-06532 10000.000 LFT | 0.90000 9000.00| 1.00000 10000.00| 0.96000 9600.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0105 718-52610 3893.000 CYS | 25.45000 99076.85| 25.50000 99271.50| 25.08000 97636.44 AGGREGATE FOR UNDERDRAINS | | | 0106 718-99153 4083.000 SYS | 0.70000 2858.10| 1.15000 4695.45| 0.75000 3062.25 GEOTEXTILES FOR UNDERDRAIN | | | 0107 801-01504 50.000 EACH| 20.00000 1000.00| 21.00000 1050.00| 40.55000 2027.50 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0108 801-01505 24.000 EACH| 30.00000 720.00| 31.00000 744.00| 45.88000 1101.12 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0109 801-04308 65.000 EACH| 298.00000 19370.00| 285.00000 18525.00| 522.86000 33985.90 ROAD CLOSURE SIGN ASSEMBLY | | | 0110 801-06203 238828.000 LFT | 0.12000 28659.36| 0.13000 31047.64| 0.07000 16717.96 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0111 801-06207 238828.000 LFT | 0.70000 167179.60| 0.75000 179121.00| 0.85000 203003.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0112 801-06211 80.000 EACH| 72.00000 5760.00| 75.00000 6000.00| 80.03000 6402.40 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0113 801-06212 30.000 EACH| 80.00000 2400.00| 84.00000 2520.00| 90.70000 2721.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 801-06216 480.000 LFT | 3.50000 1680.00| 3.70000 1776.00| 0.53000 254.40 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0115 801-06218 1020.000 LFT | 6.25000 6375.00| 6.50000 6630.00| 5.55000 5661.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0116 801-06605 16.000 EACH| 225.00000 3600.00| 210.00000 3360.00| 158.99000 2543.84 BARRICADE, IIIA | | | 0117 801-06606 165.000 EACH| 185.00000 30525.00| 210.00000 34650.00| 169.66000 27993.90 BARRICADE, IIIB | | | 0118 801-06640 197.000 EACH| 177.00000 34869.00| 165.00000 32505.00| 153.66000 30271.02 CONSTRUCTION SIGN, A | | | 0119 801-06710 400.000 DAY | 25.00000 10000.00| 25.00000 10000.00| 12.80000 5120.00 FLASHING ARROW SIGN | | | 0120 801-06775 LUMP| 60000.00000 60000.00| 115000.00000 115000.00| 80251.00000 80251.00 MAINTAINING TRAFFIC | | | 0121 801-53072 LUMP| 4800.00000 4800.00| 5000.00000 5000.00| 5121.89000 5121.89 TEMPORARY TRAFFIC SIGNAL , MAINTAIN | | | EXISTING | | | 0122 801-99182 2.000 EACH| 10322.00000 20644.00| 9900.00000 19800.00| 9870.31000 19740.62 TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0123 802-76025 59.000 SFT | 13.40000 790.60| 26.00000 1534.00| 14.30000 843.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0124 802-76065 3920.000 LFT | 3.10000 12152.00| 6.75000 26460.00| 3.31000 12975.20 SIGN POST, B | | | 0125 804-06725 30.000 EACH| 15.00000 450.00| 16.50000 495.00| 34.68000 1040.40 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0126 804-06770 380.000 EACH| 14.00000 5320.00| 15.72000 5973.60| 32.23000 12247.40 DELINEATOR POST | | | 0127 804-06771 340.000 EACH| 19.00000 6460.00| 28.00000 9520.00| 41.62000 14150.80 DELINEATOR POST, FLEXIBLE | | | 0128 804-76350 30.000 EACH| 17.00000 510.00| 19.00000 570.00| 39.69000 1190.70 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0129 805-01842 13.000 EACH| 650.00000 8450.00| 675.00000 8775.00| 693.59000 9016.67 HANDHOLE, SIGNAL | | | 0130 805-01844 1900.000 LFT | 8.50000 16150.00| 6.75000 12825.00| 9.07000 17233.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0131 805-02087 LUMP| 500.00000 500.00| 210.00000 210.00| 533.53000 533.53 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 805-02202 2.000 EACH| 650.00000 1300.00| 675.00000 1350.00| 693.59000 1387.18 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0133 805-05669 4.000 EACH| 2100.00000 8400.00| 2150.00000 8600.00| 2240.83000 8963.32 FLASHING BEACON ,ADJUST TO GRADE & | | | PROVIDE L.E.D. INDICA | | | 0134 805-78100 1.000 EACH| 7350.00000 7350.00| 10500.00000 10500.00| 7842.89000 7842.89 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0135 805-78205 6.000 EACH| 550.00000 3300.00| 725.00000 4350.00| 586.88000 3521.28 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0136 805-78215 2.000 EACH| 610.00000 1220.00| 800.00000 1600.00| 650.91000 1301.82 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0137 805-78230 4.000 EACH| 910.00000 3640.00| 1150.00000 4600.00| 1056.39000 4225.56 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0138 805-78415 3.000 EACH| 1250.00000 3750.00| 1270.00000 3810.00| 1333.83000 4001.49 SPAN, CATENARY, AND TETHER | | | 0139 805-78420 4.000 EACH| 200.00000 800.00| 250.00000 1000.00| 213.41000 853.64 DISCONNECT HANGER | | | 0140 805-78445 3.000 EACH| 400.00000 1200.00| 575.00000 1725.00| 426.82000 1280.46 SIGNAL SERVICE , UPGRADE TO METERED | | | SERVICE | | | 0141 805-78467 50.000 LFT | 1.30000 65.00| 1.05000 52.50| 1.39000 69.50 SIGNAL CABLE, 3C 8GA. | | | 0142 805-78470 12000.000 LFT | 0.20000 2400.00| 0.15000 1800.00| 0.21000 2520.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0143 805-78485 180.000 LFT | 0.90000 162.00| 1.35000 243.00| 0.96000 172.80 SIGNAL CABLE, 5C 14GA. | | | 0144 805-78490 1020.000 LFT | 1.00000 1020.00| 1.35000 1377.00| 1.07000 1091.40 SIGNAL CABLE, 7C 14GA. | | | 0145 805-78510 8353.000 LFT | 0.90000 7517.70| 1.05000 8770.65| 0.96000 8018.88 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0146 805-78785 7.000 EACH| 320.00000 2240.00| 525.00000 3675.00| 341.46000 2390.22 SIGNAL DETECTOR HOUSING | | | 0147 805-78795 3840.000 LFT | 7.60000 29184.00| 6.25000 24000.00| 8.11000 31142.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0148 805-78925 1.000 EACH| 600.00000 600.00| 575.00000 575.00| 640.24000 640.24 CONTROLLER CABINET FOUNDATION, P1 | | | 0149 805-92504 18.000 EACH| 280.00000 5040.00| 240.00000 4320.00| 298.78000 5378.04 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 805-92951 15.000 EACH| 200.00000 3000.00| 125.00000 1875.00| 213.41000 3201.15 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0151 808-06368 670.000 LFT | 5.25000 3517.50| 5.50000 3685.00| 2.40000 1608.00 TRANSVERSE MARKING, REMOVE | | | 0152 808-06701 22365.000 LFT | 0.22000 4920.30| 0.22000 4920.30| 0.30000 6709.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0153 808-06703 97458.000 LFT | 0.18000 17542.44| 0.22000 21440.76| 0.30000 29237.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0154 808-06716 294740.000 LFT | 0.06000 17684.40| 0.25000 73685.00| 0.34000 100211.60 LINE, REMOVE | | | 0155 808-75245 89458.000 LFT | 0.18000 16102.44| 0.22000 19680.76| 0.30000 26837.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0156 808-75297 670.000 LFT | 3.50000 2345.00| 3.60000 2412.00| 2.51000 1681.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0157 808-75320 100.000 EACH| 45.00000 4500.00| 46.00000 4600.00| 42.68000 4268.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0158 808-75325 48.000 EACH| 55.00000 2640.00| 57.00000 2736.00| 54.42000 2612.16 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0160 808-75996 50.000 EACH| 7.87000 393.50| 26.00000 1300.00| 26.68000 1334.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0161 808-75998 1250.000 EACH| 18.50000 23125.00| 19.50000 24375.00| 19.74000 24675.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0162 808-97323 288.000 LFT | 5.00000 1440.00| 5.25000 1512.00| 5.07000 1460.16 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0163 201-52370 LUMP| 15000.00000 15000.00| 36506.89000 36506.89| 2792.94000 2792.94 CLEARING RIGHT OF WAY | | | 0164 715-02837 937.000 LFT | 32.67000 30611.79| 33.50000 31389.50| 34.86000 32663.82 PIPE, POLYETHYLENE LINER, 10 IN. | | | 0165 715-91218 150.000 LFT | 43.07000 6460.50| 57.00000 8550.00| 45.96000 6894.00 PIPE, POLYETHYLENE LINER, 20 IN. | | | 0166 715-05125 150.000 LFT | 56.00000 8400.00| 42.00000 6300.00| 64.02000 9603.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | SECTION TOTALS | $ 8,615,131.87| $ 8,766,282.00| $ 9,316,582.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,615,131.87| $ 8,766,282.00| $ 9,316,582.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 22.000 MOS | 2000.00000 44000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 400000.00000 400000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01498 80.000 EACH| 30.30000 2424.00| | PAVEMENT MESSAGE MARKINGS, LANE | | | INDICATION ARROW, REMOVE | | | 0005 202-01499 48.000 EACH| 30.30000 1454.40| | PAVEMENT MESSAGE MARKINGS, WORD (ONLY), | | | REMOVE | | | 0006 202-02236 3782.000 SYS | 0.90000 3403.80| | SURFACE, REMOVE | | | 0007 202-02240 8900.000 SYS | 6.00000 53400.00| | PAVEMENT, REMOVE | | | 0008 202-02241 4091.000 LFT | 1.77000 7241.07| | GUARDRAIL, REMOVE | | | 0009 202-02272 30.000 LFT | 12.09000 362.70| | PAVED SIDE DITCH, REMOVE | | | 0010 202-60820 154154.000 SYS | 0.55000 84784.70| | SURFACE MILLING, ASPHALT | | | 0011 202-60822 16120.000 SYS | 0.76000 12251.20| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 202-86946 11.000 EACH| 323.23000 3555.53| | HANDHOLE, REMOVE | | | 0013 202-90277 11.000 EACH| 252.53000 2777.83| | DETECTOR HOUSING, REMOVE | | | 0014 202-93741 5.000 EACH| 101.01000 505.05| | GUARD RAIL END TREATMENT, REMOVE | | | 0015 202-95027 2.000 EACH| 1073.98000 2147.96| | IMPACT ATTENUATOR, REMOVE | | | 0016 202-96022 1.000 EACH| 600.22000 600.22| | CONCRETE FOUNDATION, REMOVE | | | 0017 202-96632 1.000 EACH| 1515.15000 1515.15| | TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0018 202-98488 41.000 EACH| 117.88000 4833.08| | PIPE END SECTION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 203-02000 15356.000 CYS | 11.00000 168916.00| | EXCAVATION, COMMON | | | 0020 203-02070 15279.000 CYS | 6.00000 91674.00| | BORROW | | | 0021 205-06933 22.000 EACH| 55.56000 1222.32| | TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 1000.000 LFT | 1.57000 1570.00| | TEMPORARY SILT FENCE | | | 0023 211-02060 2230.000 CYS | 14.01000 31242.30| | B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 18038.000 TON | 11.80000 212848.40| | COMPACTED AGGREGATE, O, 53 | | | 0025 305-05204 100.000 TON | 150.00000 15000.00| | HMA FOR PATCHING | | | 0026 305-05731 14850.000 TON | 42.00000 623700.00| | WIDENING WITH QC/QA HMA | | | 0027 305-60970 2555.000 TON | 12.20000 31171.00| | WIDENING WITH COMPACTED AGGREGATE , O, | | | 53 | | | 0028 305-97019 123137.000 SYS | 1.25000 153921.25| | RUBBLIZED PCCP | | | 0029 305-97026 4929.000 TON | 8.60000 42389.40| | AGGREGATE, NO. 73 | | | 0030 401-05437 34375.000 TON | 27.00000 928125.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0031 401-05455 41404.000 TON | 27.00000 1117908.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0032 401-05456 20200.000 TON | 41.00000 828200.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0033 401-05459 25861.000 TON | 26.00000 672386.00| | QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0034 401-05463 16102.000 TON | 27.00000 434754.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0035 401-05464 10649.000 TON | 41.00000 436609.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0036 401-05467 163150.000 LFT | 0.12000 19578.00| | MILLED HMA CORRUGATIONS | | | 0037 401-06264 LUMP| 5000.00000 5000.00| | PROFILOGRAPH, HMA | | | 0038 402-05475 27135.000 TON | 27.50000 746212.50| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 402-05495 100.000 TON | 45.00000 4500.00| | HMA WEDGE AND LEVEL | | | 0040 405-05517 471.000 TON | 250.00000 117750.00| | ASPHALT FOR PRIME COAT | | | 0041 406-05520 437.000 TON | 173.00000 75601.00| | ASPHALT FOR TACK COAT | | | 0042 601-01128 7.000 EACH| 974.75000 6823.25| | GUARDRAIL TRANSITION TYPE WGB | | | 0043 601-01626 2.000 EACH| 1313.13000 2626.26| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0044 601-02206 596.000 LFT | 5.51000 3283.96| | TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0045 601-05999 1.000 EACH| 40.40000 40.40| | CURVED TERMINAL END | | | 0046 601-06228 2.000 EACH| 54444.39000 108888.78| | IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0048 601-94689 7.000 EACH| 1944.44000 13611.08| | GUARDRAIL END TREATMENT, OS | | | 0049 601-94690 3.000 EACH| 2914.14000 8742.42| | GUARDRAIL END TREATMENT, MS | | | 0050 601-97080 2.000 EACH| 2020.20000 4040.40| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0051 601-97774 1.000 EACH| 782.83000 782.83| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0052 601-97803 1.000 EACH| 2020.20000 2020.20| | GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0053 601-99105 3458.000 LFT | 8.28000 28632.24| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0054 601-99108 456.000 LFT | 12.88000 5873.28| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0055 602-06639 250.000 LFT | 72.38000 18095.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0056 603-93088 1000.000 LFT | 6.82000 6820.00| | FENCE, FARM FIELD, REPAIR | | | 0057 607-06335 31.000 LFT | 61.52000 1907.12| | PAVED SIDE DITCH, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 607-06350 23.000 LFT | 82.92000 1907.16| | PAVED SIDE DITCH, D | | | 0059 610-05527 8294.000 TON | 46.00000 381524.00| | HMA FOR APPROACHES | | | 0060 611-06497 5.000 EACH| 176.77000 883.85| | MAILBOX ASSEMBLY, SINGLE | | | 0061 611-06498 6.000 EACH| 202.02000 1212.12| | MAILBOX ASSEMBLY, DOUBLE | | | 0062 611-52817 2.000 EACH| 25000.00000 50000.00| | TEMPORARY CROSSOVER, B | | | 0063 615-06510 2.000 EACH| 404.04000 808.08| | MONUMENT, C | | | 0064 615-06520 26.000 EACH| 303.03000 7878.78| | MONUMENT, RE-ESTABLISH | | | 0065 615-06525 5.000 EACH| 303.03000 1515.15| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0066 616-02320 1028.000 SYS | 1.19000 1223.32| | GEOTEXTILES | | | 0067 616-06025 328.000 CYS | 11.00000 3608.00| | BORROW, COHESIVE | | | 0068 616-06405 984.000 TON | 21.24000 20900.16| | RIPRAP, REVETMENT | | | 0069 616-06451 44.000 TON | 23.14000 1018.16| | RIPRAP, UNIFORM | | | 0070 616-95754 885.000 LFT | 3.27000 2893.95| | PAVED SIDE DITCH, BREAK | | | 0071 617-04488 1000.000 SYS | 2.67000 2670.00| | GEOGRID, SUBGRADE | | | 0072 621-01004 4.000 EACH| 404.04000 1616.16| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0073 621-06559 116305.000 SYS | 0.23000 26750.15| | MULCHED SEEDING, R | | | 0074 621-06567 653.000 MG | 1.01000 659.53| | WATER | | | 0075 621-06574 316.000 SYS | 2.88000 910.08| | SODDING | | | 0076 715-02839 150.000 LFT | 54.95000 8242.50| | PIPE, POLYETHYLENE LINER, 24 IN. | | | 0078 715-02979 688.000 LFT | 34.46000 23708.48| | PIPE, POLYETHYLENE LINER, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-03403 780.000 LFT | 36.36000 28360.80| | PIPE, POLYETHYLENE LINER, 15 IN. | | | 0081 715-05048 5932.000 LFT | 1.72000 10203.04| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0082 715-05053 6552.000 LFT | 7.73000 50646.96| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0083 715-05118 300.000 LFT | 19.05000 5715.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0084 715-05119 310.000 LFT | 19.28000 5976.80| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0085 715-05121 360.000 LFT | 18.29000 6584.40| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0086 715-05123 300.000 LFT | 26.76000 8028.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0087 715-05129 15.000 LFT | 87.60000 1314.00| | PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0088 715-05203 91290.000 LFT | 1.07000 97680.30| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0089 715-05235 8.000 LFT | 109.50000 876.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 4.4 | | | SQ. FT. | | | 0090 715-05237 30.000 LFT | 44.54000 1336.20| | PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0091 715-06492 1.000 EACH| 1017.34000 1017.34| | CONCRETE ANCHOR, 54 IN. | | | 0092 715-26730 2.000 EACH| 6355.83000 12711.66| | GRATED BOX END SECTION, II, 4::1, 24 IN.| | | 0093 715-26768 1.000 EACH| 2892.24000 2892.24| | GRATED BOX END SECTION, I, 2:1, 18 IN. | | | 0094 715-26769 1.000 EACH| 3297.18000 3297.18| | GRATED BOX END SECTION, I, 2:1, 24 IN. | | | 0095 715-46000 10.000 EACH| 286.22000 2862.20| | PIPE END SECTION, 12 IN. | | | 0096 715-46005 9.000 EACH| 324.98000 2924.82| | PIPE END SECTION, 15 IN. | | | 0097 715-46010 8.000 EACH| 279.23000 2233.84| | PIPE END SECTION, 18 IN. | | | 0098 715-46020 4.000 EACH| 352.54000 1410.16| | PIPE END SECTION, 24 IN. | | | 0099 715-46030 2.000 EACH| 505.07000 1010.14| | PIPE END SECTION, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 715-46080 1.000 EACH| 525.76000 525.76| | PIPE END SECTION, MIN. AREA 4.4 SQ. FT. | | | 0101 715-46095 2.000 EACH| 629.89000 1259.78| | PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0102 715-97755 1.000 EACH| 2985.33000 2985.33| | GRATED BOX END SECTION, I, 3:1, 12 IN. | | | 0103 718-06529 179.000 EACH| 404.04000 72323.16| | OUTLET PROTECTOR, 2 | | | 0104 718-06532 10000.000 LFT | 1.01000 10100.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0105 718-52610 3893.000 CYS | 24.24000 94366.32| | AGGREGATE FOR UNDERDRAINS | | | 0106 718-99153 4083.000 SYS | 1.11000 4532.13| | GEOTEXTILES FOR UNDERDRAIN | | | 0107 801-01504 50.000 EACH| 20.20000 1010.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0108 801-01505 24.000 EACH| 30.30000 727.20| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0109 801-04308 65.000 EACH| 301.01000 19565.65| | ROAD CLOSURE SIGN ASSEMBLY | | | 0110 801-06203 238828.000 LFT | 0.12000 28659.36| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0111 801-06207 238828.000 LFT | 0.71000 169567.88| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0112 801-06211 80.000 EACH| 72.73000 5818.40| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0113 801-06212 30.000 EACH| 80.81000 2424.30| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0114 801-06216 480.000 LFT | 3.54000 1699.20| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0115 801-06218 1020.000 LFT | 6.31000 6436.20| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0116 801-06605 16.000 EACH| 227.27000 3636.32| | BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 801-06606 165.000 EACH| 227.27000 37499.55| | BARRICADE, IIIB | | | 0118 801-06640 197.000 EACH| 178.79000 35221.63| | CONSTRUCTION SIGN, A | | | 0119 801-06710 400.000 DAY | 25.25000 10100.00| | FLASHING ARROW SIGN | | | 0120 801-06775 LUMP| 153912.33000 153912.33| | MAINTAINING TRAFFIC | | | 0121 801-53072 LUMP| 4848.48000 4848.48| | TEMPORARY TRAFFIC SIGNAL , MAINTAIN | | | EXISTING | | | 0122 801-99182 2.000 EACH| 10426.25000 20852.50| | TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0123 802-76025 59.000 SFT | 13.54000 798.86| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0124 802-76065 3920.000 LFT | 3.13000 12269.60| | SIGN POST, B | | | 0125 804-06725 30.000 EACH| 17.68000 530.40| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0126 804-06770 380.000 EACH| 16.67000 6334.60| | DELINEATOR POST | | | 0127 804-06771 340.000 EACH| 21.72000 7384.80| | DELINEATOR POST, FLEXIBLE | | | 0128 804-76350 30.000 EACH| 20.71000 621.30| | DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0129 805-01842 13.000 EACH| 656.57000 8535.41| | HANDHOLE, SIGNAL | | | 0130 805-01844 1900.000 LFT | 8.59000 16321.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0131 805-02087 LUMP| 505.05000 505.05| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0132 805-02202 2.000 EACH| 656.57000 1313.14| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0133 805-05669 4.000 EACH| 2121.21000 8484.84| | FLASHING BEACON ,ADJUST TO GRADE & | | | PROVIDE L.E.D. INDICA | | | 0134 805-78100 1.000 EACH| 7424.24000 7424.24| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-78205 6.000 EACH| 555.56000 3333.36| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0136 805-78215 2.000 EACH| 615.25000 1230.50| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0137 805-78230 4.000 EACH| 1000.00000 4000.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0138 805-78415 3.000 EACH| 1262.63000 3787.89| | SPAN, CATENARY, AND TETHER | | | 0139 805-78420 4.000 EACH| 202.02000 808.08| | DISCONNECT HANGER | | | 0140 805-78445 3.000 EACH| 404.04000 1212.12| | SIGNAL SERVICE , UPGRADE TO METERED | | | SERVICE | | | 0141 805-78467 50.000 LFT | 1.31000 65.50| | SIGNAL CABLE, 3C 8GA. | | | 0142 805-78470 12000.000 LFT | 0.20000 2400.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0143 805-78485 180.000 LFT | 0.91000 163.80| | SIGNAL CABLE, 5C 14GA. | | | 0144 805-78490 1020.000 LFT | 1.01000 1030.20| | SIGNAL CABLE, 7C 14GA. | | | 0145 805-78510 8353.000 LFT | 0.91000 7601.23| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0146 805-78785 7.000 EACH| 323.23000 2262.61| | SIGNAL DETECTOR HOUSING | | | 0147 805-78795 3840.000 LFT | 7.68000 29491.20| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0148 805-78925 1.000 EACH| 606.06000 606.06| | CONTROLLER CABINET FOUNDATION, P1 | | | 0149 805-92504 18.000 EACH| 282.83000 5090.94| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0150 805-92951 15.000 EACH| 202.02000 3030.30| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0151 808-06368 670.000 LFT | 5.30000 3551.00| | TRANSVERSE MARKING, REMOVE | | | 0152 808-06701 22365.000 LFT | 0.22000 4920.30| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 213 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,187,069.13 ROUTE : 37 CALL ORDER : 213 CONTRACT ID : R -26158-A COUNTIES : JOHNSON MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 808-06703 97458.000 LFT | 0.22000 21440.76| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0154 808-06716 294740.000 LFT | 0.24000 70737.60| | LINE, REMOVE | | | 0155 808-75245 89458.000 LFT | 0.22000 19680.76| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0156 808-75297 670.000 LFT | 3.54000 2371.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0157 808-75320 100.000 EACH| 45.45000 4545.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0158 808-75325 48.000 EACH| 55.56000 2666.88| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0160 808-75996 50.000 EACH| 25.25000 1262.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0161 808-75998 1250.000 EACH| 18.69000 23362.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0162 808-97323 288.000 LFT | 20.20000 5817.60| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0163 201-52370 LUMP| 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0164 715-02837 937.000 LFT | 33.00000 30921.00| | PIPE, POLYETHYLENE LINER, 10 IN. | | | 0165 715-91218 150.000 LFT | 43.51000 6526.50| | PIPE, POLYETHYLENE LINER, 20 IN. | | | 0166 715-05125 150.000 LFT | 49.13000 7369.50| | PIPE, TYPE 1, CIRCULAR, 30 IN. | | | SECTION TOTALS | $ 9,489,615.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,489,615.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 219 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,531.11 ROUTE : CALL ORDER : 219 CONTRACT ID : R -26187-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : F568007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,287,911.53 100.0000% 2 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 1,396,820.36 108.4562% 3 62-1492793 API CONSTRUCTION CORP. $ 1,470,205.00 114.1541% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 62-1492793 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 28300.00000 28300.00| 25249.99000 25249.99 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1000.00000 12000.00| 1650.00000 19800.00| 1210.00000 14520.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 64000.00000 64000.00| 80000.00000 80000.00| 62406.76000 62406.76 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| 24750.00000 24750.00| 37050.00000 37050.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 72.000 m2 | 9.50000 684.00| 12.00000 864.00| 10.25000 738.00 PAVEMENT, REMOVE | | | 0006 202-02245 3.000 EACH| 75.00000 225.00| 75.00000 225.00| 150.00000 450.00 TREE, 150 mm, REMOVE | | | 0007 202-02250 8.000 EACH| 125.00000 1000.00| 125.00000 1000.00| 250.00000 2000.00 TREE, 250 mm, REMOVE | | | 0008 202-02255 8.000 EACH| 375.00000 3000.00| 375.00000 3000.00| 475.00000 3800.00 TREE, 460 mm, REMOVE | | | 0009 202-02260 3.000 EACH| 650.00000 1950.00| 650.00000 1950.00| 775.00000 2325.00 TREE, 760 mm, REMOVE | | | 0010 202-02265 3.000 EACH| 1150.00000 3450.00| 1150.00000 3450.00| 1250.00000 3750.00 TREE, 1220 mm, REMOVE | | | 0011 202-02278 1837.000 m | 9.00000 16533.00| 11.50000 21125.50| 12.10000 22227.70 CURB, CONCRETE, REMOVE | | | 0012 202-03000 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 4995.00000 4995.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 21 | | | 0013 202-60820 284.000 m2 | 7.50000 2130.00| 4.50000 1278.00| 20.20000 5736.80 SURFACE MILLING, ASPHALT | | | 0014 202-97909 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 TRAFFIC SIGNAL INTERCONNECT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 219 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,531.11 ROUTE : CALL ORDER : 219 CONTRACT ID : R -26187-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 62-1492793 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02000 8347.500 m3 | 16.00000 133560.00| 17.60000 146916.00| 16.50000 137733.75 EXCAVATION, COMMON | | | 0016 205-02237 25.000 EACH| 30.00000 750.00| 30.00000 750.00| 30.00000 750.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 211-02050 440.000 m3 | 20.00000 8800.00| 28.00000 12320.00| 22.50000 9900.00 B BORROW | | | 0018 303-04075 33.000 Mg | 20.00000 660.00| 18.00000 594.00| 38.20000 1260.60 COMPACTED AGGREGATE, O, 73 | | | 0019 303-52308 5900.000 Mg | 10.00000 59000.00| 12.75000 75225.00| 15.80000 93220.00 COMPACTED AGGREGATE, O, 53 | | | 0020 305-05204 12.000 Mg | 65.00000 780.00| 80.00000 960.00| 169.40000 2032.80 HMA FOR PATCHING | | | 0021 401-05437 4760.000 Mg | 25.00000 119000.00| 34.00000 161840.00| 40.70000 193732.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 2180.000 Mg | 27.00000 58860.00| 34.00000 74120.00| 43.45000 94721.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 1020.000 Mg | 35.00000 35700.00| 42.00000 42840.00| 59.00000 60180.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 405-05517 19.700 Mg | 333.00000 6560.10| 350.00000 6895.00| 275.00000 5417.50 ASPHALT FOR PRIME COAT | | | 0025 406-05520 7.800 Mg | 235.00000 1833.00| 225.00000 1755.00| 192.50000 1501.50 ASPHALT FOR TACK COAT | | | 0026 501-05160 75.000 m2 | 56.00000 4200.00| 34.00000 2550.00| 34.00000 2550.00 CEMENT CONCRETE PAVEMENT, PLAIN, 200 mm | | | 0027 604-06069 446.000 m2 | 50.00000 22300.00| 35.00000 15610.00| 35.00000 15610.00 CURB RAMP, CONCRETE | | | 0028 604-91531 644.000 m2 | 30.00000 19320.00| 24.00000 15456.00| 24.00000 15456.00 SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06115 19.000 m | 85.00000 1615.00| 38.00000 722.00| 38.00000 722.00 CURB, INTEGRAL, C, CONCRETE, MODIFIED | | | 0030 605-06120 350.000 m | 40.00000 14000.00| 39.00000 13650.00| 39.00000 13650.00 CURB, CONCRETE | | | 0031 605-99316 1619.000 m2 | 40.00000 64760.00| 34.00000 55046.00| 34.00000 55046.00 CURB WALK, INTEGRAL, CONCRETE | | | 0032 610-05527 493.000 Mg | 47.00000 23171.00| 48.00000 23664.00| 68.40000 33721.20 HMA FOR APPROACHES | | | 0033 611-05330 592.000 m2 | 45.00000 26640.00| 33.00000 19536.00| 33.00000 19536.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0034 621-06567 43.400 kL | 0.30000 13.02| 0.55000 23.87| 0.55000 23.87 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 219 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,531.11 ROUTE : CALL ORDER : 219 CONTRACT ID : R -26187-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 62-1492793 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06575 2410.000 m2 | 3.50000 8435.00| 3.56000 8579.60| 3.60000 8676.00 SODDING, NURSERY | | | 0036 702-90915 41.000 m3 | 1000.00000 41000.00| 310.00000 12710.00| 310.00000 12710.00 CONCRETE, A | | | 0037 703-51030 520.000 kg | 1.00000 520.00| 1.00000 520.00| 1.00000 520.00 REINFORCING STEEL | | | 0038 704-04850 2950.000 m2 | 3.50000 10325.00| 10.00000 29500.00| 5.20000 15340.00 CONCRETE , REMOVE | | | 0039 714-02802 250.000 m2 | 350.00000 87500.00| 369.00000 92250.00| 265.00000 66250.00 RETAINING WALL, PRECAST CONCRETE UNITS | | | 0040 715-01286 86.300 m | 90.00000 7767.00| 129.30000 11158.59| 145.25000 12535.08 PIPE, DUCTILE IRON, 300 mm | | | 0041 715-01429 21.100 m | 110.00000 2321.00| 146.00000 3080.60| 149.75000 3159.73 PIPE, DUCTILE IRON, 400 mm | | | 0042 715-04612 22.000 m | 45.00000 990.00| 85.00000 1870.00| 24.20000 532.40 PIPE , UNDERDRAIN OUTLET, 100 mm | | | 0043 715-05149 316.800 m | 80.00000 25344.00| 116.00000 36748.80| 110.00000 34848.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05151 106.400 m | 85.00000 9044.00| 122.00000 12980.80| 115.25000 12262.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05152 4.500 m | 90.00000 405.00| 130.00000 585.00| 130.00000 585.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0046 715-05203 259.000 m | 45.00000 11655.00| 3.90000 1010.10| 15.80000 4092.20 PIPE, TYPE 4, CIRCULAR, 100 mm , FOR | | | RETAINING WALL | | | 0047 715-44240 1.000 m3 | 700.00000 700.00| 500.00000 500.00| 125.00000 125.00 CONCRETE, A, STRUCTURES , FOR RETAINING | | | WALL | | | 0048 718-52610 73.000 m3 | 40.00000 2920.00| 34.00000 2482.00| 24.40000 1781.20 AGGREGATE FOR UNDERDRAINS | | | 0049 720-01894 1.000 EACH| 450.00000 450.00| 350.00000 350.00| 425.00000 425.00 CASTING, FURNISH AND ADJUST TO GRADE | | | A(FW) | | | 0050 720-03194 8.000 EACH| 1500.00000 12000.00| 1200.00000 9600.00| 2500.00000 20000.00 MANHOLE , FW(I)-A(FW) | | | 0051 720-04682 23.000 EACH| 1100.00000 25300.00| 820.00000 18860.00| 1200.00000 27600.00 INLET , FW(I)-C(FW) | | | 0052 720-45055 3.000 EACH| 1500.00000 4500.00| 1250.00000 3750.00| 1325.38000 3976.14 INLET, M10 | | | 0053 732-91742 3.000 EACH| 2500.00000 7500.00| 3500.00000 10500.00| 3583.88000 10751.64 FIRE HYDRANT ASSEMBLY, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 219 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,531.11 ROUTE : CALL ORDER : 219 CONTRACT ID : R -26187-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 62-1492793 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 732-97009 3.000 EACH| 500.00000 1500.00| 200.00000 600.00| 483.98000 1451.94 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0055 801-01504 23.000 EACH| 38.00000 874.00| 89.50000 2058.50| 529.00000 12167.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0056 801-01505 14.000 EACH| 54.00000 756.00| 91.00000 1274.00| 196.00000 2744.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0057 801-04092 1124.000 m2 | 13.00000 14612.00| 20.00000 22480.00| 22.91000 25750.84 TEMPORARY PAVEMENT | | | 0058 801-04308 4.000 EACH| 225.00000 900.00| 185.00000 740.00| 16.00000 64.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06203 14693.000 m | 0.35000 5142.55| 0.21000 3085.53| 0.21000 3085.53 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06539 LUMP| 13990.00000 13990.00| 13990.00000 13990.00| 1.00000 1.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0061 801-06577 183.000 m | 8.00000 1464.00| 24.50000 4483.50| 24.50000 4483.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0062 801-06606 32.000 EACH| 135.00000 4320.00| 100.00000 3200.00| 100.00000 3200.00 BARRICADE, IIIB | | | 0063 801-06640 36.000 EACH| 70.00000 2520.00| 80.00000 2880.00| 80.00000 2880.00 CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP| 46000.00000 46000.00| 49000.00000 49000.00| 59750.00000 59750.00 MAINTAINING TRAFFIC | | | 0065 802-76025 13.130 m2 | 187.00000 2455.31| 187.00000 2455.31| 187.00000 2455.31 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0066 802-76035 9.290 m2 | 245.00000 2276.05| 245.00000 2276.05| 245.00000 2276.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0067 802-76055 193.500 m | 10.00000 1935.00| 10.00000 1935.00| 10.00000 1935.00 SIGN POST, A | | | 0068 805-01842 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 HANDHOLE, SIGNAL | | | 0069 805-01843 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0070 805-02087 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 219 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,531.11 ROUTE : CALL ORDER : 219 CONTRACT ID : R -26187-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 62-1492793 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-02152 8.000 EACH| 300.00000 2400.00| 300.00000 2400.00| 300.00000 2400.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0072 805-02373 750.000 m | 4.00000 3000.00| 4.00000 3000.00| 4.00000 3000.00 INTERCONNECT CABLE, FIBER OPTIC 24c/22 | | | 0073 805-02595 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 CONTROLLER, RESET TIMING | | | 0074 805-02617 4.000 EACH| 850.00000 3400.00| 850.00000 3400.00| 850.00000 3400.00 TEMPORARY POLE, WOOD | | | 0075 805-03162 LUMP| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | | STORAGE AND INSTALLATION | | | 0076 805-03956 4.000 EACH| 195.00000 780.00| 195.00000 780.00| 195.00000 780.00 JUNCTION BOX, SIGNAL CIRCUIT | | | 0077 805-06592 17.000 m | 35.00000 595.00| 35.00000 595.00| 35.00000 595.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0078 805-78060 1.000 EACH| 5650.00000 5650.00| 5650.00000 5650.00| 5850.00000 5850.00 CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE PRETIMED | | | 0079 805-78205 4.000 EACH| 375.00000 1500.00| 375.00000 1500.00| 375.00000 1500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0080 805-78230 4.000 EACH| 554.00000 2216.00| 554.00000 2216.00| 554.00000 2216.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0081 805-78415 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00 SPAN, CATENARY, AND TETHER | | | 0082 805-78420 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00 DISCONNECT HANGER | | | 0083 805-78445 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 450.00000 450.00 SIGNAL SERVICE | | | 0084 805-78467 18.000 m | 4.50000 81.00| 4.50000 81.00| 4.50000 81.00 SIGNAL CABLE, 3C 8GA. | | | 0085 805-78485 108.000 m | 2.00000 216.00| 2.00000 216.00| 2.00000 216.00 SIGNAL CABLE, 5C 14GA. | | | 0086 805-78490 315.000 m | 2.50000 787.50| 2.50000 787.50| 2.50000 787.50 SIGNAL CABLE, 7C 14GA. | | | 0087 805-78900 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 450.00000 450.00 PEDESTAL FOUNDATION, A | | | 0088 805-81060 4.000 EACH| 2788.00000 11152.00| 2788.00000 11152.00| 2788.00000 11152.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 219 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,531.11 ROUTE : CALL ORDER : 219 CONTRACT ID : R -26187-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 62-1492793 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 805-86805 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 SERVICE POINT, I | | | 0090 805-86810 2.000 EACH| 675.00000 1350.00| 675.00000 1350.00| 675.00000 1350.00 SERVICE POINT, II | | | 0091 805-86925 99.000 EACH| 18.00000 1782.00| 18.00000 1782.00| 18.00000 1782.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0092 805-94295 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00 SIGNAL HEAD, RELOCATE | | | 0093 805-96121 8.000 EACH| 85.00000 680.00| 85.00000 680.00| 85.00000 680.00 PEDESTRIAN PUSH BUTTON AND SIGN R10-4 | | | 0094 805-98253 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 800.00000 800.00 CONTROLLER CABINET, G | | | 0095 807-01407 4.000 SET | 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 FOUNDATION, ANCHOR BOLTS, AND | | | REINFORCING STEEL, INSTALL | | | 0096 807-01878 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 250.00000 1000.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0097 807-02191 5.000 EACH| 600.00000 3000.00| 600.00000 3000.00| 600.00000 3000.00 HANDHOLE, LIGHTING | | | 0098 807-02198 29.000 EACH| 20.00000 580.00| 20.00000 580.00| 20.00000 580.00 GROUND ROD WITH CONNECTOR, INSTALL | | | 0099 807-02781 4.000 EACH| 328.00000 1312.00| 328.00000 1312.00| 328.00000 1312.00 LUMINAIRE MAST ARM, 3.1 m | | | 0100 807-02783 4.000 EACH| 470.00000 1880.00| 470.00000 1880.00| 470.00000 1880.00 LUMINAIRE MAST ARM, 4.6 m | | | 0101 807-03081 33.000 EACH| 20.00000 660.00| 20.00000 660.00| 20.00000 660.00 LAMP, HIGH PRESSURE SODUM, 400 WATT | | | 0102 807-03744 1200.000 m | 28.00000 33600.00| 28.00000 33600.00| 28.00000 33600.00 WIRE, IN 50 mm GALVANIZED STEEL | | | CONDUIT IN TRENCH, 3 1C/6 CU, XHHW | | | 0103 807-04112 1400.000 m | 0.60000 840.00| 0.60000 840.00| 0.60000 840.00 WIRE, XHHW, NO. 10 | | | 0104 807-85592 29.000 EACH| 1080.00000 31320.00| 1080.00000 31320.00| 1080.00000 31320.00 LIGHT POLE, 10.4 m E.M.H., 2.4 m MAST | | | ARM, BREAKAWAY BASE | | | 0105 807-86620 33.000 EACH| 250.00000 8250.00| 250.00000 8250.00| 250.00000 8250.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0106 807-86910 33.000 EACH| 22.00000 726.00| 22.00000 726.00| 22.00000 726.00 CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 219 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,531.11 ROUTE : CALL ORDER : 219 CONTRACT ID : R -26187-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 62-1492793 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 807-86915 66.000 EACH| 28.00000 1848.00| 28.00000 1848.00| 28.00000 1848.00 CONNECTOR KIT, FUSED | | | 0108 807-93650 29.000 SET | 500.00000 14500.00| 500.00000 14500.00| 500.00000 14500.00 FOUNDATION, ANCHOR BOLTS AND | | | REINFORCING STEEL FOR ROADWAY LIGHT | | | 0109 807-95514 2.000 EACH| 90.00000 180.00| 90.00000 180.00| 90.00000 180.00 SERVICE POINT RISER | | | 0110 807-95515 2.000 EACH| 40.00000 80.00| 40.00000 80.00| 40.00000 80.00 SERVICE POINT WEATHERHEAD | | | 0111 807-95709 2.000 EACH| 18.00000 36.00| 18.00000 36.00| 18.00000 36.00 PHOTOCELLS | | | 0112 808-05866 8.000 m2 | 22.00000 176.00| 26.30000 210.40| 26.30000 210.40 PAVEMENT MESSAGE MARKING, REMOVE | | | 0113 808-05929 241.000 m | 4.00000 964.00| 0.01000 2.41| 0.01000 2.41 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0114 808-06706 85.000 m | 10.00000 850.00| 15.25000 1296.25| 15.25000 1296.25 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0115 808-06716 600.000 m | 2.75000 1650.00| 4.00000 2400.00| 4.00000 2400.00 LINE, REMOVE | | | 0116 808-75043 315.000 m | 1.65000 519.75| 1.05000 330.75| 1.05000 330.75 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0117 808-75247 1408.000 m | 1.65000 2323.20| 1.05000 1478.40| 1.05000 1478.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 150 | | | mm | | | 0118 808-75320 9.000 EACH| 60.00000 540.00| 67.75000 609.75| 67.75000 609.75 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0119 808-75325 9.000 EACH| 80.00000 720.00| 106.00000 954.00| 106.00000 954.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0120 808-96016 74.000 m | 5.00000 370.00| 3.95000 292.30| 3.95000 292.30 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0121 808-96075 277.000 m | 1.65000 457.05| 1.05000 290.85| 1.05000 290.85 LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | 0123 720-04666 2.000 EACH| 2000.00000 4000.00| 1500.00000 3000.00| 1892.88000 3785.76 CATCH BASIN , FW(I)-C(FW) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 219 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,702,531.11 ROUTE : CALL ORDER : 219 CONTRACT ID : R -26187-A COUNTIES : ALLEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 62-1492793 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 202-01261 1.000 EACH| 400.00000 400.00| 200.00000 200.00| 300.00000 300.00 TESTING FOR ASBESTOS | | | 0125 202-01406 10.000 EACH| 420.00000 4200.00| 22.00000 220.00| 30.00000 300.00 SAMPLING AND TESTING ANALYSIS | | | SECTION TOTALS | $ 1,287,911.53| $ 1,396,820.36| $ 1,470,205.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,287,911.53| $ 1,396,820.36| $ 1,470,205.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 223 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,481.64 ROUTE : 19 CALL ORDER : 223 CONTRACT ID : R -26196-A COUNTIES : ELKHART LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/02/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 165200J SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1067077 RITSCHARD BROTHERS $ 13,372.66 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 18,348.73 137.2107% 3 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 25,300.00 189.1919% ==================================================================================================================================== |(1) 35-1067077 |(2) 35-1817574 |(3) 35-1690004 |RITSCHARD BROTHERS |YARDBERRY LANDSCAPE |NORTHERN INDIANA CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION- REMOVE BUILDINGS AND FOUDATIONS | | | 0001 202-03000 LUMP| 8527.00000 8527.00| 18000.00000 18000.00| 22965.90000 22965.90 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0002 202-03135 2.322 m2 | 1489.11000 3457.71| 100.00000 232.20| 400.00000 928.80 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0003 621-01004 1.000 EACH| 452.16000 452.16| 1.00000 1.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06560 1155.300 m2 | 0.81000 935.79| 0.10000 115.53| 1.00000 1155.30 MULCHED SEEDING, U | | | SECTION TOTALS | $ 13,372.66| $ 18,348.73| $ 25,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,372.66| $ 18,348.73| $ 25,300.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 229 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,275.76 ROUTE : US 27 CALL ORDER : 229 CONTRACT ID : R -26211-A COUNTIES : ADAMS LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 249900F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 129,374.00 100.0000% 2 35-1267175 FLEMING EXCAVATING, INC. $ 161,778.25 125.0469% 3 35-1817574 YARDBERRY LANDSCAPE $ 198,449.00 153.3917% ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1267175 |(3) 35-1817574 |HERITAGE INDUSTRIAL SERVICES|FLEMING EXCAVATING, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING- WETLANDS MITIGATION | | | 0001 105-06845 LUMP| 4928.00000 4928.00| 3500.00000 3500.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 5185.60000 20742.40| 2100.00000 8400.00| 2000.00000 8000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 10788.67000 10788.67| 1550.00000 1550.00| 8500.00000 8500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01073 54.000 CYS | 29.11000 1571.94| 10.00000 540.00| 20.00000 1080.00 GABIONS, REMOVE | | | 0006 203-04523 LUMP| 10896.89000 10896.89| 4574.00000 4574.00| 5000.00000 5000.00 DEWATERING | | | 0007 203-07084 LUMP| 25309.46000 25309.46| 29000.00000 29000.00| 34000.00000 34000.00 EXCAVATION , COMMON | | | 0008 203-60778 LUMP| 16297.83000 16297.83| 11848.00000 11848.00| 12000.00000 12000.00 GRADING LASER | | | 0009 205-06937 1700.000 LFT | 1.68000 2856.00| 3.00000 5100.00| 2.75000 4675.00 TEMPORARY SILT FENCE | | | 0010 305-06726 20.000 TON | 625.82000 12516.40| 25.00000 500.00| 50.00000 1000.00 WIDENING WITH COMPACTED AGGREGATE, O, 73| | | 0011 616-02842 15.000 TON | 150.91000 2263.65| 20.00000 300.00| 65.00000 975.00 RIPRAP, DITCH | | | 0012 616-07210 75.000 LFT | 88.54000 6640.50| 90.91000 6818.25| 25.00000 1875.00 FIBER ROLL 20 INCH DIAMETER AND 20 | | | FEET LONG | | | 0013 621-02356 36.000 LBS | 77.97000 2806.92| 81.00000 2916.00| 243.50000 8766.00 SEEDING, WETLAND | | | 0014 621-06565 8.000 TON | 511.84000 4094.72| 1.00000 8.00| 425.00000 3400.00 MULCHING MATERIAL | | | 0015 621-06570 4818.000 CYS | 1.59000 7660.62| 18.00000 86724.00| 21.00000 101178.00 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 229 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,275.76 ROUTE : US 27 CALL ORDER : 229 CONTRACT ID : R -26211-A COUNTIES : ADAMS LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1267175 |(3) 35-1817574 |HERITAGE INDUSTRIAL SERVICES|FLEMING EXCAVATING, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 129,374.00| $ 161,778.25| $ 198,449.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 129,374.00| $ 161,778.25| $ 198,449.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 305 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 914,807.17 ROUTE : CALL ORDER : 305 CONTRACT ID : R -26223-A COUNTIES : TIPPECANOE LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C117 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 763,743.54 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 768,280.10 100.5939% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 41100.00000 41100.00| 42500.00000 42500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2433.15000 14598.90| 1100.00000 6600.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 61932.27000 61932.27| 38400.00000 38400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 18427.47000 18427.47| 47000.00000 47000.00| CLEARING AND GRUBBING | | | 0005 203-02000 12382.000 CYS | 9.64000 119362.48| 10.00000 123820.00| EXCAVATION, COMMON | | | 0006 205-06931 2208.000 TON | 14.47000 31949.76| 20.00000 44160.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0007 205-06937 6341.000 LFT | 2.47000 15662.27| 1.60000 10145.60| TEMPORARY SILT FENCE | | | 0008 211-02060 75.000 CYS | 24.26000 1819.50| 8.00000 600.00| B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 7229.900 TON | 12.39000 89578.46| 13.50000 97603.65| COMPACTED AGGREGATE, O, 53 | | | 0010 402-05468 3399.900 TON | 33.35000 113386.67| 33.00000 112196.70| HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05477 1422.900 TON | 42.44000 60387.88| 38.00000 54070.20| HMA SURFACE 9.5 mm, MAINLINE | | | 0013 405-05517 30.200 TON | 289.92000 8755.58| 300.00000 9060.00| ASPHALT FOR PRIME COAT | | | 0014 406-05520 9.400 TON | 218.35000 2052.49| 210.00000 1974.00| ASPHALT FOR TACK COAT | | | 0015 604-91531 1772.000 SYS | 26.18000 46390.96| 18.00000 31896.00| SIDEWALK, CONCRETE, 4 IN. | | | 0016 610-05527 17.600 TON | 81.76000 1438.98| 110.00000 1936.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 305 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 914,807.17 ROUTE : CALL ORDER : 305 CONTRACT ID : R -26223-A COUNTIES : TIPPECANOE LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 615-06496 49.000 EACH| 63.76000 3124.24| 40.00000 1960.00| PARKING BARRIER | | | 0018 616-02320 273.000 SYS | 2.41000 657.93| 2.00000 546.00| GEOTEXTILES | | | 0019 616-06451 175.000 TON | 20.48000 3584.00| 21.00000 3675.00| RIPRAP, UNIFORM | | | 0020 621-06545 1.650 TON | 583.00000 961.95| 585.00000 965.25| FERTILIZER | | | 0021 621-06553 514.000 LBS | 3.06000 1572.84| 3.10000 1593.40| SEED MIXTURE, R | | | 0022 621-06557 357.000 LBS | 2.26000 806.82| 2.30000 821.10| SEED MIXTURE, T | | | 0023 621-06565 15.000 TON | 445.00000 6675.00| 450.00000 6750.00| MULCHING MATERIAL | | | 0024 621-06567 28.700 MG | 2.00000 57.40| 2.00000 57.40| WATER | | | 0025 621-06574 7179.000 SYS | 2.60000 18665.40| 2.70000 19383.30| SODDING | | | 0026 715-05119 309.000 LFT | 46.13000 14254.17| 37.00000 11433.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0027 715-46005 11.000 EACH| 152.23000 1674.53| 350.00000 3850.00| PIPE END SECTION, 15 IN. | | | 0028 801-04308 1.000 EACH| 278.00000 278.00| 300.00000 300.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0029 801-06606 4.000 EACH| 89.00000 356.00| 140.00000 560.00| BARRICADE, IIIB | | | 0030 801-06640 4.000 EACH| 89.00000 356.00| 130.00000 520.00| CONSTRUCTION SIGN, A | | | 0031 802-05704 22.000 LFT | 32.00000 704.00| 35.00000 770.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0032 802-76035 6.000 SFT | 24.25000 145.50| 25.00000 150.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0033 303-02051 340.800 TON | 15.53000 5292.62| 15.00000 5112.00| STONE, 2 | | | 0034 202-60820 560.000 SYS | 4.83000 2704.80| 6.00000 3360.00| SURFACE MILLING, ASPHALT | | | 0035 715-04503 562.000 LFT | 3.70000 2079.40| 14.00000 7868.00| PIPE, PVC, SHCEDULE 40, 3 IN., SLEEVE | | | 0036 715-05116 20.000 LFT | 25.85000 517.00| 70.00000 1400.00| PIPE, TYPE 1, CIRCULAR, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 305 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 914,807.17 ROUTE : CALL ORDER : 305 CONTRACT ID : R -26223-A COUNTIES : TIPPECANOE LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 715-46000 2.000 EACH| 100.89000 201.78| 320.00000 640.00| PIPE END SECTION, 12 IN. | | | 0038 715-90836 2.000 EACH| 106.65000 213.30| 300.00000 600.00| PIPE END SECTION, 8 IN. | | | 0039 720-04721 1.000 EACH| 2424.74000 2424.74| 3300.00000 3300.00| MANHOLE, K 4 | | | 0040 402-05474 2020.100 TON | 34.45000 69592.45| 35.00000 70703.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | SECTION TOTALS | $ 763,743.54| $ 768,280.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 763,743.54| $ 768,280.10| ====================================================================================================================================