INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 105 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 63 CALL ORDER : 105 CONTRACT ID : R -24071-A COUNTIES : VIGO LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 389,744.48 100.0000% 2 37-0797609 FEUTZ CONTRACTORS, INC. $ 407,234.49 104.4875% 3 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. IRREGULAR BID $ 425,846.15 109.2629% 4 35-1801998 CLR, INC. $ 462,222.05 118.5961% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 543,900.00 139.5529% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2067011 2067011 2067011 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 4,067,371.25 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,297,364.00 105.6545% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 5,267,258.37 129.5003% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 69400.00000 69400.00| 48000.00000 48000.00| 76000.00000 76000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1358.00000 21728.00| 1500.00000 24000.00| 1300.00000 20800.00 FIELD OFFICE, B | | | 0004 110-01001 LUMP| 212000.00000 212000.00| 219000.00000 219000.00| 263393.00000 263393.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 13375.00000 13375.00| 40000.00000 40000.00| 52704.98000 52704.98 CLEARING RIGHT OF WAY | | | 0006 202-51330 LUMP| 39690.00000 39690.00| 19000.00000 19000.00| 61768.08000 61768.08 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0008 203-02000 12765.000 m3 | 6.88000 87823.20| 12.00000 153180.00| 24.28000 309934.20 EXCAVATION, COMMON | | | 0009 203-02070 20700.000 m3 | 9.80000 202860.00| 5.50000 113850.00| 16.90000 349830.00 BORROW | | | 0010 205-06931 136.000 Mg | 18.00000 2448.00| 55.00000 7480.00| 80.54000 10953.44 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 280.000 m | 7.50000 2100.00| 28.00000 7840.00| 24.25000 6790.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 22.000 EACH| 55.00000 1210.00| 70.00000 1540.00| 59.28000 1304.16 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 71.000 Mg | 21.00000 1491.00| 62.00000 4402.00| 47.68000 3385.28 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 1640.000 m | 5.12000 8396.80| 5.00000 8200.00| 4.59000 7527.60 TEMPORARY SILT FENCE | | | 0016 211-07454 4750.000 m3 | 17.00000 80750.00| 10.00000 47500.00| 14.22000 67545.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 301-07448 9854.000 Mg | 10.80000 106423.20| 17.50000 172445.00| 20.02000 197277.08 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5389.04000 5389.04 PROFILOGRAPH, HMA | | | 0020 401-07334 4133.000 Mg | 57.50000 237647.50| 57.50000 237647.50| 61.97000 256122.01 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0021 401-07403 6315.000 Mg | 44.75000 282596.25| 44.75000 282596.25| 48.23000 304572.45 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0023 401-07424 11541.000 Mg | 40.25000 464525.25| 40.25000 464525.25| 43.38000 500648.58 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0025 402-07433 374.000 Mg | 49.00000 18326.00| 49.00000 18326.00| 52.81000 19750.94 HMA SURFACE, TYPE B | | | 0026 402-07438 1541.000 Mg | 38.50000 59328.50| 38.50000 59328.50| 41.50000 63951.50 HMA INTERMEDIATE, TYPE B | | | 0027 402-07451 74.000 Mg | 60.00000 4440.00| 60.00000 4440.00| 64.67000 4785.58 HMA, TYPE B, WEDGE AND LEVEL | | | 0028 405-05517 19.100 Mg | 300.00000 5730.00| 300.00000 5730.00| 323.34000 6175.79 ASPHALT FOR PRIME COAT | | | 0029 406-05520 34.300 Mg | 185.00000 6345.50| 185.00000 6345.50| 199.39000 6839.08 ASPHALT FOR TACK COAT | | | 0030 601-01626 1.000 EACH| 1225.00000 1225.00| 1290.00000 1290.00| 1724.49000 1724.49 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0031 601-01701 2.000 EACH| 1625.00000 3250.00| 1700.00000 3400.00| 1508.93000 3017.86 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 , TEMPORARY | | | 0033 601-06855 1.000 EACH| 700.00000 700.00| 725.00000 725.00| 646.68000 646.68 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0034 601-94689 3.000 EACH| 1800.00000 5400.00| 1900.00000 5700.00| 2371.18000 7113.54 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 186.690 m | 29.50000 5507.36| 30.00000 5600.70| 34.49000 6438.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 606-07484 1800.000 m | 1.95000 3510.00| 2.50000 4500.00| 2.65000 4770.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0037 610-07486 199.000 Mg | 80.00000 15920.00| 80.00000 15920.00| 86.22000 17157.78 HMA FOR APPROACHES, TYPE A | | | 0038 611-06497 10.000 EACH| 165.00000 1650.00| 175.00000 1750.00| 156.28000 1562.80 MAILBOX ASSEMBLY, SINGLE | | | 0039 615-06490 87.000 EACH| 106.00000 9222.00| 110.00000 9570.00| 113.17000 9845.79 RIGHT OF WAY MARKER | | | 0040 615-06505 13.000 EACH| 385.00000 5005.00| 400.00000 5200.00| 431.12000 5604.56 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 615-06510 1.000 EACH| 350.00000 350.00| 365.00000 365.00| 323.34000 323.34 MONUMENT, C | | | 0042 615-06527 5.000 EACH| 355.00000 1775.00| 375.00000 1875.00| 323.34000 1616.70 MONUMENT, SECTION CORNER | | | 0043 616-02320 1198.000 m2 | 1.83000 2192.34| 2.10000 2515.80| 5.09000 6097.82 GEOTEXTILES | | | 0045 616-06405 2000.000 Mg | 17.65000 35300.00| 22.00000 44000.00| 30.56000 61120.00 RIPRAP, REVETMENT | | | 0046 616-06451 25.100 Mg | 33.81000 848.63| 100.00000 2510.00| 34.15000 857.17 RIPRAP, UNIFORM | | | 0047 621-01004 8.000 EACH| 400.00000 3200.00| 380.00000 3040.00| 1023.92000 8191.36 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 2.900 Mg | 450.00000 1305.00| 410.00000 1189.00| 631.60000 1831.64 FERTILIZER | | | 0049 621-06553 510.000 kg | 6.05000 3085.50| 5.75000 2932.50| 6.65000 3391.50 SEED MIXTURE, R | | | 0050 621-06557 360.000 kg | 4.95000 1782.00| 3.55000 1278.00| 6.33000 2278.80 SEED MIXTURE, T | | | 0051 621-06565 21.000 Mg | 385.00000 8085.00| 450.00000 9450.00| 482.86000 10140.06 MULCHING MATERIAL | | | 0052 621-06567 37.000 kL | 10.00000 370.00| 0.59000 21.83| 1.08000 39.96 WATER | | | 0053 621-06574 2037.000 m2 | 3.50000 7129.50| 4.30000 8759.10| 4.07000 8290.59 SODDING | | | 0054 621-06575 4095.000 m2 | 3.54000 14496.30| 4.30000 17608.50| 4.07000 16666.65 SODDING, NURSERY | | | 0055 622-52436 4.000 EACH| 25.00000 100.00| 29.50000 118.00| 26.95000 107.80 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 330.000 EACH| 8.00000 2640.00| 8.40000 2772.00| 10.41000 3435.30 SEEDLING | | | 0058 714-06660 133.150 m2 | 394.00000 52461.10| 270.00000 35950.50| 828.27000 110284.15 WINGWALL | | | 0059 714-93641 62.500 m | 734.96000 45935.00| 600.00000 37500.00| 762.06000 47628.75 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0060 714-99346 247.500 m | 506.00000 125235.00| 410.00000 101475.00| 518.31000 128281.73 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0061 715-02628 9.000 EACH| 367.00000 3303.00| 500.00000 4500.00| 962.97000 8666.73 SAFETY METAL END SECTION, 6:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-02629 1.000 EACH| 800.00000 800.00| 700.00000 700.00| 1134.68000 1134.68 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0063 715-04798 1.000 EACH| 710.00000 710.00| 600.00000 600.00| 1039.41000 1039.41 SAFETY METAL END SECTION, 4:1, 525 mm | | | 0064 715-05024 10.000 m | 327.00000 3270.00| 360.00000 3600.00| 275.57000 2755.70 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0065 715-05048 3634.000 m | 8.51000 30925.34| 9.00000 32706.00| 8.30000 30162.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0066 715-05053 351.000 m | 38.00000 13338.00| 33.50000 11758.50| 48.18000 16911.18 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0067 715-05115 59.000 m | 30.00000 1770.00| 45.00000 2655.00| 78.98000 4659.82 PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0068 715-05119 24.000 m | 82.00000 1968.00| 80.00000 1920.00| 125.34000 3008.16 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0069 715-05121 35.000 m | 77.00000 2695.00| 85.00000 2975.00| 152.70000 5344.50 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0070 715-05122 29.000 m | 124.00000 3596.00| 95.00000 2755.00| 138.84000 4026.36 PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0071 715-05149 4.000 m | 260.00000 1040.00| 150.00000 600.00| 176.64000 706.56 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0072 715-05151 12.000 m | 111.00000 1332.00| 120.00000 1440.00| 175.64000 2107.68 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0073 715-05152 120.000 m | 68.00000 8160.00| 85.00000 10200.00| 126.73000 15207.60 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0074 715-05154 69.500 m | 119.00000 8270.50| 150.00000 10425.00| 150.15000 10435.43 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0075 715-05169 30.000 m | 76.00000 2280.00| 100.00000 3000.00| 138.45000 4153.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0076 715-05363 26.500 m | 190.00000 5035.00| 180.00000 4770.00| 222.62000 5899.43 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0077 715-05946 1.000 EACH| 809.00000 809.00| 525.00000 525.00| 1591.94000 1591.94 SAFETY METAL END SECTION, 6:1, 525 mm | | | 0078 715-06064 4.000 EACH| 825.00000 3300.00| 900.00000 3600.00| 1607.45000 6429.80 SAFETY METAL END SECTION, 6:1, 0.17 m2 | | | 0079 715-26751 4.000 EACH| 7925.00000 31700.00| 5200.00000 20800.00| 8888.37000 35553.48 GRATED BOX END SECTION, II, 6:1, 1050 | | | mm x 725 mm | | | 0080 715-26756 2.000 EACH| 8691.00000 17382.00| 6800.00000 13600.00| 11970.29000 23940.58 GRATED BOX END SECTION, II, 6:1, 1425 | | | mm x 950 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 715-26812 8.000 EACH| 4654.00000 37232.00| 3300.00000 26400.00| 3422.70000 27381.60 GRATED BOX END SECTION, I, 3:1, 875 mm | | | x 600 mm | | | 0082 715-26820 6.000 EACH| 6031.00000 36186.00| 4000.00000 24000.00| 5204.50000 31227.00 GRATED BOX END SECTION, I, 3:1, 1425 mm | | | x 950 mm | | | 0083 715-46010 2.000 EACH| 385.00000 770.00| 500.00000 1000.00| 458.64000 917.28 PIPE END SECTION, 450 mm | | | 0084 718-06528 15.000 EACH| 450.00000 6750.00| 600.00000 9000.00| 1052.42000 15786.30 OUTLET PROTECTOR, 1 | | | 0085 718-06531 14.000 EACH| 400.00000 5600.00| 520.00000 7280.00| 880.25000 12323.50 OUTLET PROTECTOR, 3 | | | 0086 718-06532 1000.000 m | 3.00000 3000.00| 3.15000 3150.00| 3.23000 3230.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0087 718-52610 702.000 m3 | 26.00000 18252.00| 43.00000 30186.00| 40.22000 28234.44 AGGREGATE FOR UNDERDRAINS | | | 0088 718-99153 6206.000 m2 | 0.65000 4033.90| 1.05000 6516.30| 1.78000 11046.68 GEOTEXTILES FOR UNDERDRAIN | | | 0089 720-45070 1.000 EACH| 1701.78000 1701.78| 1800.00000 1800.00| 1788.68000 1788.68 INLET, P12A | | | 0090 720-45075 2.000 EACH| 1218.00000 2436.00| 1300.00000 2600.00| 1409.81000 2819.62 INLET, R13 | | | 0091 720-45410 1.000 EACH| 1789.00000 1789.00| 1400.00000 1400.00| 3641.80000 3641.80 MANHOLE, C4 | | | 0092 720-95310 3.000 EACH| 1763.00000 5289.00| 2400.00000 7200.00| 2000.28000 6000.84 INLET, P12A, MODIFIED | | | 0093 720-95422 1.000 EACH| 2210.00000 2210.00| 2000.00000 2000.00| 2509.21000 2509.21 MANHOLE, J4 | | | 0094 723-07883 85.400 m | 7048.00000 601899.20| 7700.00000 657580.00| 8076.78000 689757.01 STRUCTURE, PRECAST THREE-SIDED, 9140 mm | | | X 3050 mm | | | 0095 801-01093 1.000 EACH| 1600.00000 1600.00| 1680.00000 1680.00| 1724.49000 1724.49 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0096 801-04308 16.000 EACH| 230.00000 3680.00| 240.00000 3840.00| 247.90000 3966.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0097 801-06203 5590.000 m | 0.65000 3633.50| 0.70000 3913.00| 0.70000 3913.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0098 801-06207 9932.000 m | 2.40000 23836.80| 2.50000 24830.00| 2.59000 25723.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 801-06211 1.000 EACH| 55.00000 55.00| 57.00000 57.00| 59.28000 59.28 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0100 801-06212 1.000 EACH| 75.00000 75.00| 78.00000 78.00| 80.84000 80.84 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0101 801-06218 1.000 m | 50.00000 50.00| 52.50000 52.50| 53.89000 53.89 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0102 801-06625 37.000 EACH| 70.00000 2590.00| 73.00000 2701.00| 75.45000 2791.65 DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 42.000 EACH| 95.00000 3990.00| 100.00000 4200.00| 102.39000 4300.38 CONSTRUCTION SIGN, A | | | 0104 801-06645 22.000 EACH| 55.00000 1210.00| 58.00000 1276.00| 59.28000 1304.16 CONSTRUCTION SIGN, B | | | 0105 801-06775 LUMP| 61627.00000 61627.00| 70000.00000 70000.00| 68522.53000 68522.53 MAINTAINING TRAFFIC | | | 0106 801-07118 300.000 m | 26.00000 7800.00| 26.50000 7950.00| 28.02000 8406.00 BARRICADE, III-A | | | 0107 801-07119 300.000 m | 28.00000 8400.00| 28.50000 8550.00| 30.18000 9054.00 BARRICADE, III-B | | | 0108 802-76025 10.000 m2 | 149.15000 1491.50| 95.50000 955.00| 97.95000 979.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0109 802-76035 33.640 m2 | 144.70000 4867.71| 88.00000 2960.32| 90.24000 3035.67 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0110 802-76055 28.700 m | 13.00000 373.10| 10.85000 311.40| 11.13000 319.43 SIGN POST, A | | | 0111 802-76065 226.800 m | 15.05000 3413.34| 11.40000 2585.52| 11.73000 2660.36 SIGN POST, B | | | 0112 805-01815 4.000 EACH| 1942.78000 7771.12| 2040.00000 8160.00| 2093.94000 8375.76 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0113 805-01842 11.000 EACH| 697.71000 7674.81| 730.00000 8030.00| 752.00000 8272.00 HANDHOLE, SIGNAL | | | 0114 805-01844 760.000 m | 31.93000 24266.80| 33.50000 25460.00| 34.41000 26151.60 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0115 805-02202 4.000 EACH| 754.49000 3017.96| 790.00000 3160.00| 813.20000 3252.80 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0116 805-06592 110.000 m | 49.14000 5405.40| 51.60000 5676.00| 52.96000 5825.60 CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 805-78100 1.000 EACH| 7670.88000 7670.88| 8050.00000 8050.00| 8267.73000 8267.73 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0118 805-78205 8.000 EACH| 533.87000 4270.96| 560.00000 4480.00| 575.41000 4603.28 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0119 805-78415 4.000 EACH| 1042.35000 4169.40| 1100.00000 4400.00| 1123.45000 4493.80 SPAN, CATENARY, AND TETHER | | | 0120 805-78420 4.000 EACH| 171.15000 684.60| 180.00000 720.00| 184.47000 737.88 DISCONNECT HANGER | | | 0121 805-78445 1.000 EACH| 404.74000 404.74| 425.00000 425.00| 436.23000 436.23 SIGNAL SERVICE | | | 0122 805-78467 30.000 m | 308.00000 9240.00| 4.00000 120.00| 4.10000 123.00 SIGNAL CABLE, 3C 8GA. | | | 0123 805-78470 2137.000 m | 1.03000 2201.11| 1.08000 2307.96| 1.11000 2372.07 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0124 805-78485 150.000 m | 2.59000 388.50| 2.70000 405.00| 2.79000 418.50 SIGNAL CABLE, 5C 14GA. | | | 0125 805-78490 177.000 m | 2.92000 516.84| 3.07000 543.39| 3.15000 557.55 SIGNAL CABLE, 7C 14GA. | | | 0126 805-78510 1390.000 m | 2.26000 3141.40| 2.40000 3336.00| 2.44000 3391.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0127 805-78785 7.000 EACH| 688.49000 4819.43| 725.00000 5075.00| 742.06000 5194.42 SIGNAL DETECTOR HOUSING | | | 0128 805-78795 591.000 m | 18.39000 10868.49| 19.30000 11406.30| 19.82000 11713.62 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0129 805-78925 1.000 EACH| 809.49000 809.49| 850.00000 850.00| 872.47000 872.47 CONTROLLER CABINET FOUNDATION, P1 | | | 0130 805-81060 4.000 EACH| 2467.24000 9868.96| 2590.00000 10360.00| 2659.21000 10636.84 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0131 805-86820 7.000 EACH| 773.80000 5416.60| 815.00000 5705.00| 834.01000 5838.07 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0132 805-86838 120.000 m | 3.24000 388.80| 3.40000 408.00| 3.49000 418.80 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0133 805-86889 265.000 m | 2.21000 585.65| 2.32000 614.80| 2.38000 630.70 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0134 805-86920 12.000 EACH| 15.89000 190.68| 16.70000 200.40| 17.13000 205.56 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-86925 8.000 EACH| 22.44000 179.52| 23.50000 188.00| 24.19000 193.52 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0136 805-86930 17.000 EACH| 14.68000 249.56| 15.40000 261.80| 15.82000 268.94 INSULATING LINK, NOT WATERPROOFED | | | 0137 805-86935 8.000 EACH| 22.11000 176.88| 23.20000 185.60| 23.83000 190.64 INSULATING LINK, WATERPROOFED | | | 0138 805-86955 6.000 EACH| 177.47000 1064.82| 185.00000 1110.00| 191.28000 1147.68 CABLE DUCT MARKER | | | 0139 805-92504 8.000 EACH| 202.09000 1616.72| 210.00000 1680.00| 217.81000 1742.48 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0140 805-98335 615.000 m | 13.56000 8339.40| 14.20000 8733.00| 14.62000 8991.30 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0141 805-98336 80.000 m | 11.85000 948.00| 12.50000 1000.00| 12.77000 1021.60 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0142 807-02603 6.000 EACH| 412.04000 2472.24| 430.00000 2580.00| 444.10000 2664.60 LIGHT STANDARD, RELOCATE | | | 0143 807-78590 2.000 EACH| 558.74000 1117.48| 585.00000 1170.00| 602.21000 1204.42 HANDHOLE | | | 0144 807-84814 1.000 EACH| 1268.24000 1268.24| 1330.00000 1330.00| 1366.92000 1366.92 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0145 807-86620 1.000 EACH| 255.40000 255.40| 265.00000 265.00| 275.27000 275.27 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0146 807-86910 7.000 EACH| 33.38000 233.66| 35.00000 245.00| 35.98000 251.86 CONNECTOR KIT, UNFUSED | | | 0147 807-86915 7.000 EACH| 33.38000 233.66| 35.00000 245.00| 35.98000 251.86 CONNECTOR KIT, FUSED | | | 0148 807-86950 7.000 EACH| 30.18000 211.26| 31.70000 221.90| 32.53000 227.71 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0149 808-01045 11.000 m | 6.30000 69.30| 1.60000 17.60| 6.79000 74.69 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0150 808-04767 70.000 m | 12.60000 882.00| 1.60000 112.00| 13.58000 950.60 LINE , THERMOPLASTIC, DOTTED, WHITE, | | | 200 mm, 600 mm LINE, 1200 mm GAP | | | 0151 808-06703 6630.000 m | 0.72000 4773.60| 0.95000 6298.50| 0.78000 5171.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 808-06713 345.000 m | 1.30000 448.50| 1.75000 603.75| 1.40000 483.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0153 808-06714 265.000 m | 1.30000 344.50| 1.75000 463.75| 1.40000 371.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0154 808-06716 1000.000 m | 1.20000 1200.00| 1.55000 1550.00| 1.29000 1290.00 LINE, REMOVE | | | 0155 808-75245 2965.000 m | 0.72000 2134.80| 0.94000 2787.10| 0.78000 2312.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0156 808-75297 80.000 m | 10.80000 864.00| 10.75000 860.00| 11.64000 931.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0157 808-75320 44.000 EACH| 54.00000 2376.00| 47.25000 2079.00| 58.20000 2560.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0158 808-75325 9.000 EACH| 77.75000 699.75| 60.00000 540.00| 83.80000 754.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0159 808-75996 110.000 EACH| 4.00000 440.00| 16.00000 1760.00| 4.31000 474.10 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0160 808-75998 320.000 EACH| 20.55000 6576.00| 22.85000 7312.00| 22.15000 7088.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0161 808-92027 2208.000 m | 3.60000 7948.80| 1.90000 4195.20| 3.88000 8567.04 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0162 808-98796 32.000 m | 6.30000 201.60| 1.60000 51.20| 6.79000 217.28 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0163 808-99176 215.000 m | 10.80000 2322.00| 10.75000 2311.25| 11.64000 2502.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | 0164 306-08043 418.000 m2 | 5.62000 2349.16| 8.00000 3344.00| 6.67000 2788.06 MILLING, TRANSITION | | | 0165 202-51330 LUMP| 28960.00000 28960.00| 30000.00000 30000.00| 50581.59000 50581.59 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0166 207-07498 19850.000 m2 | 4.86000 96471.00| 9.75000 193537.50| 7.48000 148478.00 SUBGRADE TREATMENT, TYPE A | | | 0167 713-51334 LUMP| 89069.12000 89069.12| 153371.94000 153371.94| 287000.00000 287000.00 TEMPORARY PIPE AND APPROACHES | | | 0168 105-06657 96.000 MOS | 70.00000 6720.00| 150.00000 14400.00| 110.78000 10634.88 PHONE, CELLULAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 111 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,209,867.74 ROUTE : 46 CALL ORDER : 111 CONTRACT ID : R -25393-A COUNTIES : BARTHOLOMEW LETTING DATE : 10/21/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-0999231 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 401-07429 4257.000 Mg | 46.75000 199014.75| 46.75000 199014.75| 50.39000 214510.23 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0170 601-02636 30.480 m | 51.00000 1554.48| 53.55000 1632.20| 66.82000 2036.67 GUARDRAIL, W BEAM, NESTED | | | 0171 601-94689 4.000 EACH| 1900.00000 7600.00| 2000.00000 8000.00| 1724.49000 6897.96 GUARDRAIL END TREATMENT, OS , TEMPORARY | | | 0172 601-99105 723.900 m | 16.75000 12125.33| 17.60000 12740.64| 28.02000 20283.68 GUARDRAIL, W BEAM, 1.905 m SPACING , | | | TEMORARY | | | 0173 701-01849 1770.000 m | 96.75000 171247.50| 110.00000 194700.00| 75.99000 134502.30 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | SECTION TOTALS | $ 4,067,371.25| $ 4,297,364.00| $ 5,267,258.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,067,371.25| $ 4,297,364.00| $ 5,267,258.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 117 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,663.89 ROUTE : 42 CALL ORDER : 117 CONTRACT ID : R -25494-A COUNTIES : PUTNAM LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3267002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 857,196.11 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 865,990.60 101.0259% 3 35-1310611 DUNCAN ROBERTSON INC $ 974,776.38 113.7168% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 1,070,190.80 124.8478% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1310611 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP| 14000.00000 14000.00| 50000.00000 50000.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2400.00000 24000.00| 2000.00000 20000.00| 1250.00000 12500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 46000.00000 46000.00| 50000.00000 50000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 34500.00000 34500.00| 25000.00000 25000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 2.000 EACH| 1200.00000 2400.00| 1500.00000 3000.00| 1000.00000 2000.00 TESTING FOR ASBESTOS | | | 0006 202-03000 LUMP| 6600.00000 6600.00| 7500.00000 7500.00| 35000.00000 35000.00 HOUSES AND BUILDINGS, REMOVE | | | 0008 203-02000 7823.000 m3 | 9.10000 71189.30| 17.50000 136902.50| 16.00000 125168.00 EXCAVATION, COMMON | | | 0009 203-02070 23038.000 m3 | 15.00000 345570.00| 9.50000 218861.00| 16.00000 368608.00 BORROW | | | 0010 205-06931 146.300 Mg | 39.00000 5705.70| 30.00000 4389.00| 25.00000 3657.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 129.200 Mg | 48.00000 6201.60| 30.00000 3876.00| 25.00000 3230.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 391.000 m | 5.70000 2228.70| 7.50000 2932.50| 4.00000 1564.00 TEMPORARY SILT FENCE | | | 0013 205-06938 41.000 m | 120.00000 4920.00| 60.00000 2460.00| 20.00000 820.00 TEMPORARY SLOPE DRAIN | | | 0014 207-07502 4590.000 m2 | 1.90000 8721.00| 4.50000 20655.00| 5.00000 22950.00 SUBGRADE TREATMENT, TYPE D | | | 0015 211-07454 219.000 m3 | 21.00000 4599.00| 35.00000 7665.00| 30.00000 6570.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 117 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,663.89 ROUTE : 42 CALL ORDER : 117 CONTRACT ID : R -25494-A COUNTIES : PUTNAM LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1310611 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 303-04075 51.000 Mg | 25.00000 1275.00| 25.00000 1275.00| 25.00000 1275.00 COMPACTED AGGREGATE, O, 73 | | | 0017 303-52308 1035.000 Mg | 18.00000 18630.00| 15.00000 15525.00| 24.75000 25616.25 COMPACTED AGGREGATE, O, 53 | | | 0018 401-06264 LUMP| 2900.00000 2900.00| 2000.00000 2000.00| 3850.00000 3850.00 PROFILOGRAPH, HMA | | | 0019 402-07433 427.000 Mg | 51.00000 21777.00| 50.00000 21350.00| 58.30000 24894.10 HMA SURFACE, TYPE B | | | 0020 402-07438 685.000 Mg | 41.00000 28085.00| 45.00000 30825.00| 49.50000 33907.50 HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 1714.000 Mg | 38.00000 65132.00| 50.00000 85700.00| 42.90000 73530.60 HMA BASE, TYPE B | | | 0022 404-05511 1072.000 m2 | 3.40000 3644.80| 4.00000 4288.00| 2.75000 2948.00 SEAL COAT, 2 | | | 0023 404-05514 104.500 m2 | 17.00000 1776.50| 20.00000 2090.00| 7.04000 735.68 SEAL COAT, 5 | | | 0024 405-05518 920.000 m2 | 0.85000 782.00| 1.00000 920.00| 0.93000 855.60 ASPHALT FOR PRIME COAT | | | 0025 406-05520 3.600 Mg | 200.00000 720.00| 300.00000 1080.00| 275.00000 990.00 ASPHALT FOR TACK COAT | | | 0026 610-07486 259.000 Mg | 75.00000 19425.00| 80.00000 20720.00| 75.90000 19658.10 HMA FOR APPROACHES, TYPE A | | | 0027 611-06497 3.000 EACH| 240.00000 720.00| 250.00000 750.00| 175.00000 525.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06490 19.000 EACH| 140.00000 2660.00| 60.00000 1140.00| 150.00000 2850.00 RIGHT OF WAY MARKER | | | 0029 615-06505 3.000 EACH| 525.00000 1575.00| 400.00000 1200.00| 550.00000 1650.00 MONUMENT, B | | | 0030 616-02320 1963.000 m2 | 2.30000 4514.90| 2.00000 3926.00| 3.50000 6870.50 GEOTEXTILES | | | 0031 616-06451 1153.000 Mg | 40.00000 46120.00| 36.00000 41508.00| 20.00000 23060.00 RIPRAP, UNIFORM | | | 0032 621-01004 4.000 EACH| 375.00000 1500.00| 875.00000 3500.00| 200.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-01371 88.000 kg | 9.40000 827.20| 9.00000 792.00| 14.00000 1232.00 SEED MIXTURE, LEGUME, 2 | | | 0034 621-06545 2.000 Mg | 440.00000 880.00| 700.00000 1400.00| 650.00000 1300.00 FERTILIZER | | | 0035 621-06548 12.400 kg | 83.00000 1029.20| 80.00000 992.00| 60.00000 744.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 117 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,663.89 ROUTE : 42 CALL ORDER : 117 CONTRACT ID : R -25494-A COUNTIES : PUTNAM LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1310611 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06553 374.000 kg | 6.10000 2281.40| 8.00000 2992.00| 6.75000 2524.50 SEED MIXTURE, R | | | 0037 621-06557 187.000 kg | 3.80000 710.60| 7.00000 1309.00| 6.65000 1243.55 SEED MIXTURE, T | | | 0038 621-06565 13.300 Mg | 400.00000 5320.00| 500.00000 6650.00| 500.00000 6650.00 MULCHING MATERIAL | | | 0039 621-06567 17.500 kL | 1.00000 17.50| 1.00000 17.50| 1.10000 19.25 WATER | | | 0040 621-06574 302.000 m2 | 4.25000 1283.50| 5.00000 1510.00| 5.60000 1691.20 SODDING | | | 0041 621-06575 644.000 m2 | 4.25000 2737.00| 5.00000 3220.00| 5.60000 3606.40 SODDING, NURSERY | | | 0042 622-52436 4.000 EACH| 31.00000 124.00| 30.00000 120.00| 27.50000 110.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 310.000 EACH| 8.50000 2635.00| 9.00000 2790.00| 10.75000 3332.50 SEEDLING | | | 0044 715-05019 66.000 m | 180.00000 11880.00| 190.00000 12540.00| 250.00000 16500.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0045 715-05121 39.000 m | 98.00000 3822.00| 90.00000 3510.00| 150.00000 5850.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0046 715-05123 13.500 m | 150.00000 2025.00| 120.00000 1620.00| 200.00000 2700.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0047 715-46010 4.000 EACH| 320.00000 1280.00| 350.00000 1400.00| 250.00000 1000.00 PIPE END SECTION, 450 mm | | | 0048 715-46020 2.000 EACH| 360.00000 720.00| 450.00000 900.00| 300.00000 600.00 PIPE END SECTION, 600 mm | | | 0049 715-46040 4.000 EACH| 560.00000 2240.00| 1000.00000 4000.00| 600.00000 2400.00 PIPE END SECTION, 900 mm | | | 0050 801-04308 4.000 EACH| 230.00000 920.00| 180.00000 720.00| 231.00000 924.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 14.000 EACH| 110.00000 1540.00| 90.00000 1260.00| 104.50000 1463.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 18.000 EACH| 75.00000 1350.00| 125.00000 2250.00| 75.00000 1350.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH| 33.00000 198.00| 35.00000 210.00| 33.00000 198.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 4600.00000 4600.00| 9000.00000 9000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0055 801-07118 78.000 m | 23.00000 1794.00| 40.00000 3120.00| 23.25000 1813.50 BARRICADE, III-A | | | 0056 801-07119 52.000 m | 23.00000 1196.00| 45.00000 2340.00| 23.25000 1209.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 117 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,663.89 ROUTE : 42 CALL ORDER : 117 CONTRACT ID : R -25494-A COUNTIES : PUTNAM LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1875662 |(3) 35-1310611 |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 802-05701 17.200 m | 47.00000 808.40| 60.00000 1032.00| 47.00000 808.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-76035 2.840 m2 | 320.00000 908.80| 190.00000 539.60| 320.00000 908.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0059 808-06713 1272.000 m | 0.33000 419.76| 0.50000 636.00| 0.35000 445.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 3175.000 m | 0.33000 1047.75| 0.50000 1587.50| 0.35000 1111.25 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06726 7.000 m | 14.00000 98.00| 15.00000 105.00| 14.00000 98.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0062 808-75996 45.000 EACH| 8.90000 400.50| 7.00000 315.00| 20.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 45.000 EACH| 28.00000 1260.00| 45.00000 2025.00| 28.00000 1260.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 306-08043 270.000 m2 | 11.00000 2970.00| 15.00000 4050.00| 10.00000 2700.00 MILLING, TRANSITION | | | SECTION TOTALS | $ 857,196.11| $ 865,990.60| $ 974,776.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 857,196.11| $ 865,990.60| $ 974,776.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 117 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,663.89 ROUTE : 42 CALL ORDER : 117 CONTRACT ID : R -25494-A COUNTIES : PUTNAM LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 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 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP| 14300.00000 14300.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1360.00000 13600.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 53500.00000 53500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21400.00000 21400.00| | CLEARING RIGHT OF WAY | | | 0005 202-01261 2.000 EACH| 620.00000 1240.00| | TESTING FOR ASBESTOS | | | 0006 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE | | | 0008 203-02000 7823.000 m3 | 17.00000 132991.00| | EXCAVATION, COMMON | | | 0009 203-02070 23038.000 m3 | 19.00000 437722.00| | BORROW | | | 0010 205-06931 146.300 Mg | 48.00000 7022.40| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 129.200 Mg | 54.00000 6976.80| | TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 391.000 m | 6.00000 2346.00| | TEMPORARY SILT FENCE | | | 0013 205-06938 41.000 m | 85.00000 3485.00| | TEMPORARY SLOPE DRAIN | | | 0014 207-07502 4590.000 m2 | 5.00000 22950.00| | SUBGRADE TREATMENT, TYPE D | | | 0015 211-07454 219.000 m3 | 86.00000 18834.00| | STRUCTURE BACKFILL | | | 0016 303-04075 51.000 Mg | 35.00000 1785.00| | COMPACTED AGGREGATE, O, 73 | | | 0017 303-52308 1035.000 Mg | 16.00000 16560.00| | COMPACTED AGGREGATE, O, 53 | | | 0018 401-06264 LUMP| 2130.00000 2130.00| | PROFILOGRAPH, HMA | | | 0019 402-07433 427.000 Mg | 49.00000 20923.00| | HMA SURFACE, TYPE B | | | 0020 402-07438 685.000 Mg | 43.00000 29455.00| | HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 1714.000 Mg | 46.00000 78844.00| | HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 117 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,663.89 ROUTE : 42 CALL ORDER : 117 CONTRACT ID : R -25494-A COUNTIES : PUTNAM LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 404-05511 1072.000 m2 | 4.00000 4288.00| | SEAL COAT, 2 | | | 0023 404-05514 104.500 m2 | 22.00000 2299.00| | SEAL COAT, 5 | | | 0024 405-05518 920.000 m2 | 1.00000 920.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05520 3.600 Mg | 310.00000 1116.00| | ASPHALT FOR TACK COAT | | | 0026 610-07486 259.000 Mg | 86.00000 22274.00| | HMA FOR APPROACHES, TYPE A | | | 0027 611-06497 3.000 EACH| 240.00000 720.00| | MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06490 19.000 EACH| 140.00000 2660.00| | RIGHT OF WAY MARKER | | | 0029 615-06505 3.000 EACH| 540.00000 1620.00| | MONUMENT, B | | | 0030 616-02320 1963.000 m2 | 3.00000 5889.00| | GEOTEXTILES | | | 0031 616-06451 1153.000 Mg | 35.00000 40355.00| | RIPRAP, UNIFORM | | | 0032 621-01004 4.000 EACH| 400.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-01371 88.000 kg | 9.40000 827.20| | SEED MIXTURE, LEGUME, 2 | | | 0034 621-06545 2.000 Mg | 440.00000 880.00| | FERTILIZER | | | 0035 621-06548 12.400 kg | 83.00000 1029.20| | SEED MIXTURE, CV | | | 0036 621-06553 374.000 kg | 6.00000 2244.00| | SEED MIXTURE, R | | | 0037 621-06557 187.000 kg | 3.80000 710.60| | SEED MIXTURE, T | | | 0038 621-06565 13.300 Mg | 410.00000 5453.00| | MULCHING MATERIAL | | | 0039 621-06567 17.500 kL | 0.60000 10.50| | WATER | | | 0040 621-06574 302.000 m2 | 4.00000 1208.00| | SODDING | | | 0041 621-06575 644.000 m2 | 4.00000 2576.00| | SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 117 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,663.89 ROUTE : 42 CALL ORDER : 117 CONTRACT ID : R -25494-A COUNTIES : PUTNAM LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 622-52436 4.000 EACH| 30.00000 120.00| | SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 310.000 EACH| 8.00000 2480.00| | SEEDLING | | | 0044 715-05019 66.000 m | 400.00000 26400.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0045 715-05121 39.000 m | 300.00000 11700.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0046 715-05123 13.500 m | 390.00000 5265.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0047 715-46010 4.000 EACH| 120.00000 480.00| | PIPE END SECTION, 450 mm | | | 0048 715-46020 2.000 EACH| 230.00000 460.00| | PIPE END SECTION, 600 mm | | | 0049 715-46040 4.000 EACH| 370.00000 1480.00| | PIPE END SECTION, 900 mm | | | 0050 801-04308 4.000 EACH| 240.00000 960.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 14.000 EACH| 110.00000 1540.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 18.000 EACH| 77.00000 1386.00| | CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH| 34.00000 204.00| | CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 11500.00000 11500.00| | MAINTAINING TRAFFIC | | | 0055 801-07118 78.000 m | 24.00000 1872.00| | BARRICADE, III-A | | | 0056 801-07119 52.000 m | 24.00000 1248.00| | BARRICADE, III-B | | | 0057 802-05701 17.200 m | 46.00000 791.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-76035 2.840 m2 | 320.00000 908.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0059 808-06713 1272.000 m | 0.30000 381.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0060 808-06714 3175.000 m | 0.30000 952.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0061 808-06726 7.000 m | 14.00000 98.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 117 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,032,663.89 ROUTE : 42 CALL ORDER : 117 CONTRACT ID : R -25494-A COUNTIES : PUTNAM LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-75996 45.000 EACH| 15.00000 675.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 45.000 EACH| 29.00000 1305.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 306-08043 270.000 m2 | 12.00000 3240.00| | MILLING, TRANSITION | | | SECTION TOTALS | $ 1,070,190.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,070,190.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/07/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : H037005 H037005 H037005 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1489621 HRP CONSTRUCTION, INC. $ 4,568,376.78 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,758,996.23 104.1725% 3 35-1065659 BROOKS CONSTRUCTION $ 4,915,516.45 107.5987% 4 35-1139301 E & B PAVING, INC. $ 5,073,770.30 111.0628% 5 35-1120685 WALSH & KELLY, INC. $ 5,271,868.98 115.3991% 6 35-0997978 PHEND & BROWN, INC. $ 5,731,013.36 125.4496% 7 35-1058916 WOODRUFF & SONS, INC. $ 5,736,654.70 125.5731% ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WATER MAIN RELOCATION | | | 0001 105-04655 14.000 MOS | 300.00000 4200.00| 300.00000 4200.00| 175.00000 2450.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 120000.00000 120000.00| 163000.00000 163000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0003 105-07039 18.000 MOS | 2000.00000 36000.00| 1500.00000 27000.00| 1500.00000 27000.00 FIELD OFFICE, B | | | 0004 108-01614 LUMP| 12000.00000 12000.00| 8500.00000 8500.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 210000.00000 210000.00| 300000.00000 300000.00| 245000.00000 245000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 95000.00000 95000.00| 150000.00000 150000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 17700.000 m2 | 4.50000 79650.00| 5.00000 88500.00| 6.00000 106200.00 PAVEMENT REMOVAL | | | 0008 202-02241 288.000 m | 11.00000 3168.00| 11.00000 3168.00| 12.50000 3600.00 GUARDRAIL, REMOVE | | | 0009 202-02271 5.000 EACH| 2500.00000 12500.00| 150.00000 750.00| 2000.00000 10000.00 HEADWALL, REMOVE | | | 0010 202-02278 1050.000 m | 4.50000 4725.00| 11.00000 11550.00| 16.00000 16800.00 CURB, CONCRETE, REMOVE | | | 0011 202-02286 1.000 EACH| 21700.00000 21700.00| 15000.00000 15000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-04089 54.000 EACH| 19.00000 1026.00| 19.00000 1026.00| 19.00000 1026.00 SIGN, SHEET, REMOVE | | | 0013 202-52710 75.000 m2 | 5.00000 375.00| 9.00000 675.00| 4.60000 345.00 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-78515 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 3500.00000 3500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 202-91385 14.000 EACH| 100.00000 1400.00| 200.00000 2800.00| 200.00000 2800.00 INLET, REMOVE | | | 0018 202-93047 7.000 EACH| 200.00000 1400.00| 300.00000 2100.00| 200.00000 1400.00 MANHOLE, REMOVE | | | 0019 202-96133 907.000 m | 13.00000 11791.00| 30.00000 27210.00| 40.00000 36280.00 PIPE, REMOVE | | | 0020 203-02000 12171.000 m3 | 15.50000 188650.50| 4.00000 48684.00| 12.75000 155180.25 EXCAVATION, COMMON | | | 0021 205-06933 2.000 EACH| 75.00000 150.00| 100.00000 200.00| 75.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 2220.000 m | 4.16000 9235.20| 5.00000 11100.00| 4.16000 9235.20 TEMPORARY SILT FENCE | | | 0023 206-98327 217.600 m2 | 350.00000 76160.00| 200.00000 43520.00| 250.00000 54400.00 SHEET PILING, STEEL, S 30.2 | | | 0024 207-07498 38400.000 m2 | 5.00000 192000.00| 3.00000 115200.00| 13.00000 499200.00 SUBGRADE TREATMENT, TYPE A | | | 0026 210-07891 242.000 m | 8.00000 1936.00| 45.00000 10890.00| 70.00000 16940.00 SERVICE , COPPER TUBING, OPEN CUT, 25 mm| | | 0027 210-07891 21.000 m | 12.00000 252.00| 55.00000 1155.00| 90.00000 1890.00 SERVICE , COPPER TUBING, OPEN CUT, 37.5 | | | mm | | | 0028 211-07454 5890.000 m3 | 14.00000 82460.00| 10.00000 58900.00| 15.50000 91295.00 STRUCTURE BACKFILL | | | 0029 303-01180 7380.000 Mg | 14.00000 103320.00| 20.00000 147600.00| 13.00000 95940.00 COMPACTED AGGREGATE, NO. 53 | | | 0030 304-07490 330.000 Mg | 90.00000 29700.00| 75.00000 24750.00| 70.00000 23100.00 HMA PATCHING, TYPE B | | | 0031 401-07334 3435.000 Mg | 48.00000 164880.00| 44.00000 151140.00| 50.00000 171750.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0032 401-07403 5353.000 Mg | 38.00000 203414.00| 42.00000 224826.00| 43.00000 230179.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0033 401-07424 16880.000 Mg | 32.65000 551132.00| 42.00000 708960.00| 36.00000 607680.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0034 401-07429 6525.000 Mg | 34.00000 221850.00| 42.00000 274050.00| 43.00000 280575.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 406-05520 46.000 Mg | 350.00000 16100.00| 3.00000 138.00| 200.00000 9200.00 ASPHALT FOR TACK COAT | | | 0036 601-01846 1.000 EACH| 1725.00000 1725.00| 1700.00000 1700.00| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0037 601-01846 1.000 EACH| 1825.00000 1825.00| 1900.00000 1900.00| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , TEMPORARY | | | 0038 601-07023 1.000 EACH| 7350.00000 7350.00| 5600.00000 5600.00| 5350.00000 5350.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0039 601-94689 1.000 EACH| 2300.00000 2300.00| 2100.00000 2100.00| 1960.00000 1960.00 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 74.295 m | 34.00000 2526.03| 32.00000 2377.44| 49.00000 3640.46 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06639 201.000 m | 60.00000 12060.00| 70.00000 14070.00| 70.00000 14070.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 604-06069 440.000 m2 | 36.00000 15840.00| 36.00000 15840.00| 45.00000 19800.00 CURB RAMP, CONCRETE | | | 0043 604-91531 3300.000 m2 | 28.00000 92400.00| 32.00000 105600.00| 26.00000 85800.00 SIDEWALK, CONCRETE, 100 mm | | | 0044 605-06120 475.000 m | 36.00000 17100.00| 55.00000 26125.00| 31.30000 14867.50 CURB, CONCRETE | | | 0045 605-06121 500.000 m | 36.00000 18000.00| 35.00000 17500.00| 24.00000 12000.00 CURB, CONCRETE, B | | | 0046 605-06140 2350.000 m | 29.70000 69795.00| 35.00000 82250.00| 21.00000 49350.00 CURB AND GUTTER, CONCRETE | | | 0047 605-06200 350.000 m | 45.00000 15750.00| 65.00000 22750.00| 55.50000 19425.00 CENTER CURB, A, CONCRETE | | | 0048 610-07487 455.000 Mg | 64.00000 29120.00| 75.00000 34125.00| 77.00000 35035.00 HMA FOR APPROACHES, TYPE B | | | 0049 611-05330 3542.000 m2 | 35.00000 123970.00| 35.00000 123970.00| 33.30000 117948.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0050 611-06497 17.000 EACH| 175.00000 2975.00| 120.00000 2040.00| 119.00000 2023.00 MAILBOX ASSEMBLY, SINGLE | | | 0051 615-06490 14.000 EACH| 114.00000 1596.00| 225.00000 3150.00| 127.00000 1778.00 RIGHT OF WAY MARKER | | | 0052 615-06505 7.000 EACH| 400.00000 2800.00| 350.00000 2450.00| 575.00000 4025.00 MONUMENT, B | | | 0053 616-02320 500.000 m2 | 2.00000 1000.00| 4.60000 2300.00| 1.40000 700.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 616-05688 250.000 Mg | 45.00000 11250.00| 35.00000 8750.00| 45.00000 11250.00 RIPRAP, CLASS 1 | | | 0055 616-06405 125.000 Mg | 30.00000 3750.00| 30.00000 3750.00| 45.00000 5625.00 RIPRAP, REVETMENT | | | 0056 621-01004 6.000 EACH| 300.00000 1800.00| 300.00000 1800.00| 300.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06560 3900.000 m2 | 0.72000 2808.00| 0.72000 2808.00| 0.72000 2808.00 MULCHED SEEDING, U | | | 0058 621-06570 865.000 m3 | 15.00000 12975.00| 18.00000 15570.00| 10.00000 8650.00 TOP SOIL | | | 0059 621-06575 9775.000 m2 | 3.25000 31768.75| 3.25000 31768.75| 3.25000 31768.75 SODDING, NURSERY | | | 0060 703-06029 235.000 kg | 3.20000 752.00| 5.00000 1175.00| 5.00000 1175.00 REINFORCING BARS, EPOXY COATED | | | 0061 704-51001 5.900 m3 | 1160.00000 6844.00| 1200.00000 7080.00| 1200.00000 7080.00 CONCRETE, A, IN SUPERSTRUCTURE | | | 0062 706-91664 39.000 m | 388.00000 15132.00| 330.00000 12870.00| 215.00000 8385.00 PIPE RAILING | | | 0063 709-51821 LUMP| 1400.00000 1400.00| 4000.00000 4000.00| 4000.00000 4000.00 SURFACE SEAL FOR HEADWALLS | | | 0064 714-07640 29.000 m | 7000.00000 203000.00| 4300.00000 124700.00| 4300.00000 124700.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 2100 mm | | | 0066 715-05048 3277.900 m | 13.00000 42612.70| 6.00000 19667.40| 9.35000 30648.37 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05149 1105.000 m | 40.00000 44200.00| 65.00000 71825.00| 135.00000 149175.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0068 715-05151 208.500 m | 45.00000 9382.50| 75.00000 15637.50| 120.00000 25020.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0069 715-05152 388.500 m | 50.00000 19425.00| 85.00000 33022.50| 160.00000 62160.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0070 715-05154 738.500 m | 55.00000 40617.50| 95.00000 70157.50| 125.00000 92312.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0071 715-05156 41.000 m | 65.00000 2665.00| 190.00000 7790.00| 190.00000 7790.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0072 715-46000 7.000 EACH| 270.00000 1890.00| 250.00000 1750.00| 275.00000 1925.00 PIPE END SECTION, 300 mm | | | 0073 715-46005 2.000 EACH| 290.00000 580.00| 250.00000 500.00| 290.00000 580.00 PIPE END SECTION, 375 mm | | | 0074 715-46020 2.000 EACH| 330.00000 660.00| 300.00000 600.00| 350.00000 700.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-46030 1.000 EACH| 370.00000 370.00| 580.00000 580.00| 430.00000 430.00 PIPE END SECTION, 750 mm | | | 0076 715-95885 3.000 EACH| 600.00000 1800.00| 750.00000 2250.00| 650.00000 1950.00 GATE AND VALVE BOX, 150 mm | | | 0077 715-98265 15.000 m | 48.00000 720.00| 140.00000 2100.00| 250.00000 3750.00 WATER MAIN, DUCTILE IRON, 100 mm | | | 0078 716-98960 22.000 m | 500.00000 11000.00| 200.00000 4400.00| 900.00000 19800.00 CASING, STEEL FOR WATER MAIN | | | 0079 718-06532 3277.900 m | 2.00000 6555.80| 0.60000 1966.74| 3.00000 9833.70 VIDEO INSPECTION FOR UNDERDRAINS | | | 0080 718-52610 757.300 m3 | 25.00000 18932.50| 34.00000 25748.20| 44.40000 33624.12 AGGREGATE FOR UNDERDRAINS | | | 0081 718-99153 10373.800 m2 | 2.00000 20747.60| 1.25000 12967.25| 1.00000 10373.80 GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-01091 5.000 EACH| 2660.00000 13300.00| 1200.00000 6000.00| 1400.00000 7000.00 MANHOLE, C10, MODIFIED | | | 0083 720-04574 2.000 EACH| 3430.00000 6860.00| 2000.00000 4000.00| 1800.00000 3600.00 MANHOLE, J-5 , MODIFIED | | | 0084 720-04682 2.000 EACH| 2390.00000 4780.00| 1500.00000 3000.00| 1600.00000 3200.00 INLET , C5 | | | 0085 720-44000 39.000 EACH| 300.00000 11700.00| 300.00000 11700.00| 500.00000 19500.00 CASTING, ADJUST TO GRADE | | | 0086 720-45030 1.000 EACH| 2170.00000 2170.00| 1000.00000 1000.00| 1800.00000 1800.00 INLET, E7 | | | 0087 720-45055 28.000 EACH| 2200.00000 61600.00| 1000.00000 28000.00| 1300.00000 36400.00 INLET, M10 | | | 0088 720-45105 1.000 EACH| 2020.00000 2020.00| 1000.00000 1000.00| 1050.00000 1050.00 INLET, A2, MODIFIED | | | 0089 720-45145 30.000 EACH| 2200.00000 66000.00| 1000.00000 30000.00| 1300.00000 39000.00 INLET, J10, MODIFIED | | | 0090 720-45155 8.000 EACH| 2210.00000 17680.00| 1200.00000 9600.00| 1300.00000 10400.00 INLET, M10, MODIFIED | | | 0091 720-45410 26.000 EACH| 2460.00000 63960.00| 1200.00000 31200.00| 1600.00000 41600.00 MANHOLE, C4 | | | 0092 720-45510 2.000 EACH| 2470.00000 4940.00| 1000.00000 2000.00| 1600.00000 3200.00 MANHOLE, C4, MODIFIED | | | 0093 720-45605 5.000 m | 700.00000 3500.00| 700.00000 3500.00| 900.00000 4500.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0094 720-93409 10.000 EACH| 2760.00000 27600.00| 1400.00000 14000.00| 1500.00000 15000.00 INLET, B15, MODIFIED | | | 0095 720-93411 1.000 EACH| 2770.00000 2770.00| 1400.00000 1400.00| 1500.00000 1500.00 INLET, C15, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 720-95422 3.000 EACH| 3350.00000 10050.00| 1700.00000 5100.00| 1900.00000 5700.00 MANHOLE, J4 | | | 0097 720-96032 6.000 EACH| 1750.00000 10500.00| 900.00000 5400.00| 1300.00000 7800.00 INLET, A4, MODIFIED | | | 0098 720-96851 2.000 EACH| 2270.00000 4540.00| 1300.00000 2600.00| 2300.00000 4600.00 INLET, J13 , MODIFIED | | | 0099 720-97865 1.000 EACH| 2660.00000 2660.00| 1400.00000 1400.00| 1300.00000 1300.00 MANHOLE, C2, MODIFIED | | | 0100 720-98555 6.000 EACH| 2760.00000 16560.00| 1600.00000 9600.00| 1500.00000 9000.00 INLET, C15 | | | 0101 732-02745 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| 900.00000 900.00 GATE VALVE AND BOX, 200 mm | | | 0102 732-03063 2.000 EACH| 2340.00000 4680.00| 1800.00000 3600.00| 3500.00000 7000.00 TAPPING SLEEVE AND VALVE, 150 mm X 100 | | | mm | | | 0103 732-03063 2.000 EACH| 2790.00000 5580.00| 2200.00000 4400.00| 3500.00000 7000.00 TAPPING SLEEVE AND VALVE, 200 mm | | | 0104 732-03063 2.000 EACH| 4030.00000 8060.00| 3000.00000 6000.00| 4300.00000 8600.00 TAPPING SLEEVE AND VALVE, 250 mm | | | 0105 732-04166 4.000 EACH| 2470.00000 9880.00| 2000.00000 8000.00| 3300.00000 13200.00 TAPPING SLEEVE AND VALVE ASSEMBLY, 150 | | | mm | | | 0106 732-04836 21.000 EACH| 1400.00000 29400.00| 1700.00000 35700.00| 1500.00000 31500.00 GATE VALVE AND BOX, 300 mm | | | 0107 732-04965 148.000 m | 16.00000 2368.00| 80.00000 11840.00| 110.00000 16280.00 WATER SERVICE LINE , 25 mm PUSHED | | | BENEATH PAVED SURFACE | | | 0108 732-04965 10.000 m | 24.00000 240.00| 120.00000 1200.00| 220.00000 2200.00 WATER SERVICE LINE , 37.5 mm, PUSHED | | | BENEATH PAVED SURFACE | | | 0109 732-04965 162.000 m | 32.00000 5184.00| 100.00000 16200.00| 120.00000 19440.00 WATER SERVICE LINE , 50 mm, PUSHED | | | BENEATH PAVED SURFACE | | | 0110 732-04965 225.000 m | 16.00000 3600.00| 60.00000 13500.00| 180.00000 40500.00 WATER SERVICE LINE , COPPER, OPEN CUT, | | | 50 mm | | | 0111 732-04987 2.000 EACH| 700.00000 1400.00| 900.00000 1800.00| 1000.00000 2000.00 CONNECTION , SERVICE LINE, 100 mm | | | 0112 732-04987 23.000 EACH| 155.00000 3565.00| 350.00000 8050.00| 90.00000 2070.00 CONNECTION , SERVICE LINE, 25 mm OR | | | SMALLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 732-04987 4.000 EACH| 210.00000 840.00| 375.00000 1500.00| 90.00000 360.00 CONNECTION , SERVICE LINE, 37. 5 mm | | | 0114 732-04987 10.000 EACH| 340.00000 3400.00| 475.00000 4750.00| 180.00000 1800.00 CONNECTION , SERVICE LINE, 50 mm | | | 0115 732-04987 1.000 EACH| 750.00000 750.00| 700.00000 700.00| 180.00000 180.00 CONNECTION , SERVICE LINE, 75 mm | | | 0116 732-04987 2.000 EACH| 380.00000 760.00| 1400.00000 2800.00| 180.00000 360.00 CONNECTION , SERVICE, 100 mm | | | 0117 732-04987 1.000 EACH| 380.00000 380.00| 1400.00000 1400.00| 180.00000 180.00 CONNECTION , SERVICE, 75 mm | | | 0118 732-04996 3.000 EACH| 750.00000 2250.00| 1200.00000 3600.00| 1800.00000 5400.00 CUT IN CONNECTION TO EXISTING MAIN | | | 0119 732-05560 40.000 m | 48.00000 1920.00| 85.00000 3400.00| 250.00000 10000.00 SERVICE LINE , DUCTILE IRON, 100 mm | | | 0121 732-06839 23.000 EACH| 190.00000 4370.00| 300.00000 6900.00| 90.00000 2070.00 TAP , SERVICE, 25 mm | | | 0122 732-06839 4.000 EACH| 410.00000 1640.00| 400.00000 1600.00| 90.00000 360.00 TAP , SERVICE, 37.5 mm | | | 0123 732-06839 11.000 EACH| 540.00000 5940.00| 600.00000 6600.00| 90.00000 990.00 TAP , SERVICE, 50 mm | | | 0124 732-91738 50.000 m | 60.00000 3000.00| 80.00000 4000.00| 80.00000 4000.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0125 732-91739 35.000 m | 70.00000 2450.00| 150.00000 5250.00| 100.00000 3500.00 WATER MAIN, DUCTILE IRON, 200 mm | | | 0126 732-91742 13.000 EACH| 2800.00000 36400.00| 2200.00000 28600.00| 2300.00000 29900.00 FIRE HYDRANT | | | 0127 732-96670 1650.000 m | 80.00000 132000.00| 100.00000 165000.00| 38.00000 62700.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0128 732-97009 9.000 EACH| 400.00000 3600.00| 450.00000 4050.00| 450.00000 4050.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0129 801-02617 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 100.00000 800.00 TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0130 801-03290 3.000 EACH| 180.00000 540.00| 180.00000 540.00| 180.00000 540.00 CONSTRUCTION SIGN, C | | | 0131 801-04308 7.000 EACH| 520.00000 3640.00| 520.00000 3640.00| 520.00000 3640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0132 801-06203 7400.000 m | 0.65000 4810.00| 0.65000 4810.00| 0.36000 2664.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0133 801-06207 12035.000 m | 2.55000 30689.25| 2.55000 30689.25| 2.55000 30689.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 801-06216 21.000 m | 5.00000 105.00| 5.00000 105.00| 20.25000 425.25 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0135 801-06577 90.000 m | 15.70000 1413.00| 15.70000 1413.00| 15.70000 1413.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0136 801-06625 28.000 EACH| 60.00000 1680.00| 60.00000 1680.00| 60.00000 1680.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0137 801-06640 50.000 EACH| 162.00000 8100.00| 162.00000 8100.00| 162.00000 8100.00 CONSTRUCTION SIGN, A | | | 0138 801-06645 13.000 EACH| 50.00000 650.00| 50.00000 650.00| 50.00000 650.00 CONSTRUCTION SIGN, B | | | 0139 801-06710 240.000 DAY | 12.00000 2880.00| 12.00000 2880.00| 12.00000 2880.00 FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 78000.00000 78000.00| 150000.00000 150000.00| 62500.00000 62500.00 MAINTAINING TRAFFIC | | | 0141 801-07119 151.200 m | 48.00000 7257.60| 48.00000 7257.60| 48.00000 7257.60 BARRICADE, III-B | | | 0142 801-53072 LUMP| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY TRAFFIC SIGNAL | | | 0143 801-94295 72.000 EACH| 65.00000 4680.00| 65.00000 4680.00| 65.00000 4680.00 SIGNAL HEAD, RELOCATE | | | 0144 802-05701 25.000 m | 32.00000 800.00| 32.00000 800.00| 32.00000 800.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0145 802-05702 200.000 m | 20.00000 4000.00| 20.00000 4000.00| 20.00000 4000.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0146 802-07057 3.600 m2 | 370.00000 1332.00| 370.00000 1332.00| 370.00000 1332.00 SIGN, PANEL, WITH LEGEND | | | 0147 802-07151 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0148 802-76025 24.000 m2 | 125.00000 3000.00| 125.00000 3000.00| 125.00000 3000.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0149 802-76035 23.000 m2 | 97.00000 2231.00| 97.00000 2231.00| 97.00000 2231.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0150 802-76045 3.000 m2 | 150.00000 450.00| 150.00000 450.00| 150.00000 450.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 802-76095 234.000 kg | 3.50000 819.00| 3.50000 819.00| 3.50000 819.00 STRUCTURAL STEEL, BREAKAWAY | | | 0152 805-01815 8.000 EACH| 1650.00000 13200.00| 1650.00000 13200.00| 1650.00000 13200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0153 805-01842 16.000 EACH| 670.00000 10720.00| 670.00000 10720.00| 670.00000 10720.00 HANDHOLE, SIGNAL | | | 0154 805-01879 2.000 EACH| 535.00000 1070.00| 535.00000 1070.00| 535.00000 1070.00 SIGNAL SERVICE, INSTALL | | | 0155 805-02373 200.000 m | 13.00000 2600.00| 13.00000 2600.00| 13.00000 2600.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0156 805-06592 807.000 m | 17.72000 14300.04| 17.70000 14283.90| 17.70000 14283.90 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0157 805-06741 2.000 EACH| 780.00000 1560.00| 780.00000 1560.00| 780.00000 1560.00 FLASHING BEACON WITH WARNING SIGN | | | 0158 805-78106 1.000 EACH| 10700.00000 10700.00| 10700.00000 10700.00| 10700.00000 10700.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0159 805-78109 1.000 EACH| 7800.00000 7800.00| 7800.00000 7800.00| 7800.00000 7800.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0160 805-78205 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| 500.00000 8000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0161 805-78215 2.000 EACH| 535.00000 1070.00| 535.00000 1070.00| 535.00000 1070.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0162 805-78355 16.000 EACH| 320.00000 5120.00| 320.00000 5120.00| 320.00000 5120.00 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0163 805-78370 16.000 EACH| 78.00000 1248.00| 78.00000 1248.00| 78.00000 1248.00 PEDESTRIAN PUSH BUTTON | | | 0164 805-78415 8.000 EACH| 1150.00000 9200.00| 1150.00000 9200.00| 1150.00000 9200.00 SPAN, CATENARY, AND TETHER | | | 0165 805-78420 8.000 EACH| 160.00000 1280.00| 160.00000 1280.00| 160.00000 1280.00 DISCONNECT HANGER | | | 0166 805-78467 12.000 m | 5.13000 61.56| 5.10000 61.20| 5.10000 61.20 SIGNAL CABLE, 3C 8GA. | | | 0167 805-78470 1477.000 m | 0.40000 590.80| 0.40000 590.80| 0.40000 590.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0168 805-78480 414.000 m | 3.30000 1366.20| 3.30000 1366.20| 3.30000 1366.20 SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 600.000 m | 3.70000 2220.00| 3.70000 2220.00| 3.70000 2220.00 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 805-78490 445.000 m | 4.10000 1824.50| 4.10000 1824.50| 4.10000 1824.50 SIGNAL CABLE, 7C 14GA. | | | 0171 805-78510 2050.000 m | 2.00000 4100.00| 2.00000 4100.00| 2.00000 4100.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0172 805-78785 15.000 EACH| 400.00000 6000.00| 400.00000 6000.00| 400.00000 6000.00 SIGNAL DETECTOR HOUSING | | | 0173 805-78795 552.000 m | 19.65000 10846.80| 19.65000 10846.80| 19.65000 10846.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0174 805-78925 2.000 EACH| 695.00000 1390.00| 695.00000 1390.00| 695.00000 1390.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0176 807-05074 12.000 EACH| 550.00000 6600.00| 700.00000 8400.00| 500.00000 6000.00 DISCONNECT AND SEAL EXISTING WATER MAIN | | | 0177 808-03114 4.000 EACH| 89.50000 358.00| 89.50000 358.00| 89.50000 358.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 2.4 m | | | 0178 808-06609 4.000 EACH| 89.50000 358.00| 89.50000 358.00| 89.50000 358.00 PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, (PED) 2.4 m | | | 0179 808-06701 1000.000 m | 0.84000 840.00| 0.84000 840.00| 0.84000 840.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0180 808-06703 1000.000 m | 0.84000 840.00| 0.84000 840.00| 0.84000 840.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0181 808-06705 115.000 m | 3.10000 356.50| 3.10000 356.50| 3.10000 356.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0182 808-06716 5600.000 m | 1.06000 5936.00| 1.51000 8456.00| 1.51000 8456.00 LINE, REMOVE | | | 0183 808-74815 445.000 m | 4.65000 2069.25| 4.65000 2069.25| 4.65000 2069.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0184 808-75054 100.000 m | 5.15000 515.00| 5.15000 515.00| 5.15000 515.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0185 808-75240 75.000 m | 0.83000 62.25| 0.84000 63.00| 0.84000 63.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0186 808-75245 5200.000 m | 0.84000 4368.00| 0.84000 4368.00| 0.84000 4368.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0187 808-75297 151.000 m | 9.25000 1396.75| 9.25000 1396.75| 9.25000 1396.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-0918397 |(3) 35-1065659 |HRP CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0188 808-75300 380.000 m | 2.50000 950.00| 2.50000 950.00| 2.50000 950.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0189 808-75320 16.000 EACH| 60.00000 960.00| 60.00000 960.00| 60.00000 960.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0190 808-75325 6.000 EACH| 85.50000 513.00| 85.50000 513.00| 85.50000 513.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0191 808-75350 4.000 EACH| 115.00000 460.00| 115.00000 460.00| 115.00000 460.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0192 808-75998 300.000 EACH| 18.00000 5400.00| 18.00000 5400.00| 18.00000 5400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0193 808-92027 64.000 m | 3.10000 198.40| 3.10000 198.40| 3.10000 198.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0194 808-96016 32.000 m | 4.65000 148.80| 4.65000 148.80| 4.65000 148.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0195 306-08043 1043.000 m2 | 5.00000 5215.00| 6.00000 6258.00| 3.50000 3650.50 MILLING, TRANSITION | | | 0196 306-08041 133.000 m2 | 15.00000 1995.00| 7.00000 931.00| 3.50000 465.50 MILLING, CONCRETE PAVEMENT | | | 0197 715-05711 1000.000 m | 40.00000 40000.00| 22.00000 22000.00| 20.00000 20000.00 PIPE, SANITARY SEWER, 150 mm | | | 0198 203-95673 1625.000 m3 | 14.00000 22750.00| 7.00000 11375.00| 37.00000 60125.00 BACKFILL, GRANULAR | | | 0199 801-09133 4.000 EACH| 4500.00000 18000.00| 4500.00000 18000.00| 4500.00000 18000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0200 805-81032 8.000 EACH| 2450.00000 19600.00| 2450.00000 19600.00| 2450.00000 19600.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0201 402-07453 4410.000 Mg | 35.00000 154350.00| 44.00000 194040.00| 38.00000 167580.00 HMA FOR TEMPORARY PAVEMENT | | | SECTION TOTALS | $ 4,568,376.78| $ 4,758,996.23| $ 4,915,516.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,568,376.78| $ 4,758,996.23| $ 4,915,516.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WATER MAIN RELOCATION | | | 0001 105-04655 14.000 MOS | 290.00000 4060.00| 500.00000 7000.00| 200.00000 2800.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 70000.00000 70000.00| 30000.00000 30000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0003 105-07039 18.000 MOS | 1850.00000 33300.00| 2300.00000 41400.00| 1850.00000 33300.00 FIELD OFFICE, B | | | 0004 108-01614 LUMP| 8500.00000 8500.00| 8500.00000 8500.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 250000.00000 250000.00| 260000.00000 260000.00| 285500.00000 285500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 50000.00000 50000.00| 10000.00000 10000.00| 57100.00000 57100.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 17700.000 m2 | 5.00000 88500.00| 14.00000 247800.00| 4.30000 76110.00 PAVEMENT REMOVAL | | | 0008 202-02241 288.000 m | 11.00000 3168.00| 12.50000 3600.00| 12.50000 3600.00 GUARDRAIL, REMOVE | | | 0009 202-02271 5.000 EACH| 450.00000 2250.00| 250.00000 1250.00| 400.00000 2000.00 HEADWALL, REMOVE | | | 0010 202-02278 1050.000 m | 20.00000 21000.00| 6.00000 6300.00| 15.00000 15750.00 CURB, CONCRETE, REMOVE | | | 0011 202-02286 1.000 EACH| 30000.00000 30000.00| 11000.00000 11000.00| 11000.00000 11000.00 PRESENT STRUCTURE, REMOVE | | | 0012 202-04089 54.000 EACH| 19.00000 1026.00| 25.00000 1350.00| 19.00000 1026.00 SIGN, SHEET, REMOVE | | | 0013 202-52710 75.000 m2 | 30.00000 2250.00| 9.00000 675.00| 11.50000 862.50 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-78515 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 3500.00000 3500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 202-91385 14.000 EACH| 250.00000 3500.00| 200.00000 2800.00| 170.00000 2380.00 INLET, REMOVE | | | 0018 202-93047 7.000 EACH| 975.00000 6825.00| 400.00000 2800.00| 305.00000 2135.00 MANHOLE, REMOVE | | | 0019 202-96133 907.000 m | 80.00000 72560.00| 66.00000 59862.00| 70.00000 63490.00 PIPE, REMOVE | | | 0020 203-02000 12171.000 m3 | 25.00000 304275.00| 7.00000 85197.00| 25.00000 304275.00 EXCAVATION, COMMON | | | 0021 205-06933 2.000 EACH| 75.00000 150.00| 75.00000 150.00| 75.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 2220.000 m | 4.16000 9235.20| 4.16000 9235.20| 4.16000 9235.20 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 206-98327 217.600 m2 | 200.00000 43520.00| 200.00000 43520.00| 200.00000 43520.00 SHEET PILING, STEEL, S 30.2 | | | 0024 207-07498 38400.000 m2 | 7.00000 268800.00| 10.25000 393600.00| 11.20000 430080.00 SUBGRADE TREATMENT, TYPE A | | | 0026 210-07891 242.000 m | 57.56000 13929.52| 83.76000 20269.92| 33.00000 7986.00 SERVICE , COPPER TUBING, OPEN CUT, 25 mm| | | 0027 210-07891 21.000 m | 70.64000 1483.44| 87.05000 1828.05| 38.00000 798.00 SERVICE , COPPER TUBING, OPEN CUT, 37.5 | | | mm | | | 0028 211-07454 5890.000 m3 | 13.00000 76570.00| 17.61000 103722.90| 20.00000 117800.00 STRUCTURE BACKFILL | | | 0029 303-01180 7380.000 Mg | 14.00000 103320.00| 14.00000 103320.00| 20.00000 147600.00 COMPACTED AGGREGATE, NO. 53 | | | 0030 304-07490 330.000 Mg | 65.00000 21450.00| 80.00000 26400.00| 63.00000 20790.00 HMA PATCHING, TYPE B | | | 0031 401-07334 3435.000 Mg | 48.00000 164880.00| 48.00000 164880.00| 53.00000 182055.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0032 401-07403 5353.000 Mg | 38.00000 203414.00| 32.00000 171296.00| 38.00000 203414.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0033 401-07424 16880.000 Mg | 32.00000 540160.00| 31.50000 531720.00| 34.00000 573920.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0034 401-07429 6525.000 Mg | 39.00000 254475.00| 35.00000 228375.00| 45.00000 293625.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0035 406-05520 46.000 Mg | 100.00000 4600.00| 280.00000 12880.00| 164.00000 7544.00 ASPHALT FOR TACK COAT | | | 0036 601-01846 1.000 EACH| 1700.00000 1700.00| 1625.00000 1625.00| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0037 601-01846 1.000 EACH| 1900.00000 1900.00| 1625.00000 1625.00| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , TEMPORARY | | | 0038 601-07023 1.000 EACH| 5600.00000 5600.00| 5350.00000 5350.00| 5350.00000 5350.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0039 601-94689 1.000 EACH| 2100.00000 2100.00| 1960.00000 1960.00| 1960.00000 1960.00 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 74.295 m | 32.00000 2377.44| 49.00000 3640.46| 49.00000 3640.46 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06639 201.000 m | 70.00000 14070.00| 70.00000 14070.00| 70.00000 14070.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 604-06069 440.000 m2 | 70.00000 30800.00| 36.00000 15840.00| 43.50000 19140.00 CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 604-91531 3300.000 m2 | 35.75000 117975.00| 28.00000 92400.00| 30.00000 99000.00 SIDEWALK, CONCRETE, 100 mm | | | 0044 605-06120 475.000 m | 44.00000 20900.00| 36.00000 17100.00| 55.25000 26243.75 CURB, CONCRETE | | | 0045 605-06121 500.000 m | 55.25000 27625.00| 36.00000 18000.00| 55.25000 27625.00 CURB, CONCRETE, B | | | 0046 605-06140 2350.000 m | 51.70000 121495.00| 29.70000 69795.00| 40.65000 95527.50 CURB AND GUTTER, CONCRETE | | | 0047 605-06200 350.000 m | 75.00000 26250.00| 45.00000 15750.00| 105.00000 36750.00 CENTER CURB, A, CONCRETE | | | 0048 610-07487 455.000 Mg | 90.00000 40950.00| 60.00000 27300.00| 69.00000 31395.00 HMA FOR APPROACHES, TYPE B | | | 0049 611-05330 3542.000 m2 | 40.00000 141680.00| 50.00000 177100.00| 36.00000 127512.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0050 611-06497 17.000 EACH| 150.00000 2550.00| 119.00000 2023.00| 119.00000 2023.00 MAILBOX ASSEMBLY, SINGLE | | | 0051 615-06490 14.000 EACH| 105.00000 1470.00| 127.00000 1778.00| 127.00000 1778.00 RIGHT OF WAY MARKER | | | 0052 615-06505 7.000 EACH| 425.00000 2975.00| 575.00000 4025.00| 575.00000 4025.00 MONUMENT, B | | | 0053 616-02320 500.000 m2 | 5.96000 2980.00| 5.91000 2955.00| 3.00000 1500.00 GEOTEXTILES | | | 0054 616-05688 250.000 Mg | 54.47000 13617.50| 60.00000 15000.00| 63.00000 15750.00 RIPRAP, CLASS 1 | | | 0055 616-06405 125.000 Mg | 34.08000 4260.00| 18.00000 2250.00| 44.00000 5500.00 RIPRAP, REVETMENT | | | 0056 621-01004 6.000 EACH| 300.00000 1800.00| 300.00000 1800.00| 300.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06560 3900.000 m2 | 0.72000 2808.00| 0.72000 2808.00| 0.72000 2808.00 MULCHED SEEDING, U | | | 0058 621-06570 865.000 m3 | 45.00000 38925.00| 62.03000 53655.95| 30.00000 25950.00 TOP SOIL | | | 0059 621-06575 9775.000 m2 | 4.00000 39100.00| 3.25000 31768.75| 7.15000 69891.25 SODDING, NURSERY | | | 0060 703-06029 235.000 kg | 3.50000 822.50| 3.50000 822.50| 3.50000 822.50 REINFORCING BARS, EPOXY COATED | | | 0061 704-51001 5.900 m3 | 1850.00000 10915.00| 1850.00000 10915.00| 1850.00000 10915.00 CONCRETE, A, IN SUPERSTRUCTURE | | | 0062 706-91664 39.000 m | 330.00000 12870.00| 215.00000 8385.00| 215.00000 8385.00 PIPE RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 709-51821 LUMP| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 SURFACE SEAL FOR HEADWALLS | | | 0064 714-07640 29.000 m | 5340.00000 154860.00| 5340.00000 154860.00| 5340.00000 154860.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 2100 mm | | | 0066 715-05048 3277.900 m | 9.35000 30648.37| 11.43000 37466.40| 13.00000 42612.70 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05149 1105.000 m | 58.24000 64355.20| 103.40000 114257.00| 95.00000 104975.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0068 715-05151 208.500 m | 65.14000 13581.69| 121.20000 25270.20| 107.00000 22309.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0069 715-05152 388.500 m | 72.37000 28115.75| 132.15000 51340.28| 140.00000 54390.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0070 715-05154 738.500 m | 86.33000 63754.71| 170.00000 125545.00| 155.00000 114467.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0071 715-05156 41.000 m | 124.19000 5091.79| 202.80000 8314.80| 200.00000 8200.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0072 715-46000 7.000 EACH| 198.00000 1386.00| 425.00000 2975.00| 250.00000 1750.00 PIPE END SECTION, 300 mm | | | 0073 715-46005 2.000 EACH| 236.00000 472.00| 525.00000 1050.00| 300.00000 600.00 PIPE END SECTION, 375 mm | | | 0074 715-46020 2.000 EACH| 292.00000 584.00| 700.00000 1400.00| 450.00000 900.00 PIPE END SECTION, 600 mm | | | 0075 715-46030 1.000 EACH| 375.00000 375.00| 1200.00000 1200.00| 500.00000 500.00 PIPE END SECTION, 750 mm | | | 0076 715-95885 3.000 EACH| 535.00000 1605.00| 630.00000 1890.00| 800.00000 2400.00 GATE AND VALVE BOX, 150 mm | | | 0077 715-98265 15.000 m | 220.00000 3300.00| 100.00000 1500.00| 700.00000 10500.00 WATER MAIN, DUCTILE IRON, 100 mm | | | 0078 716-98960 22.000 m | 549.81000 12095.82| 300.00000 6600.00| 1200.00000 26400.00 CASING, STEEL FOR WATER MAIN | | | 0079 718-06532 3277.900 m | 2.00000 6555.80| 3.00000 9833.70| 3.00000 9833.70 VIDEO INSPECTION FOR UNDERDRAINS | | | 0080 718-52610 757.300 m3 | 44.40000 33624.12| 44.40000 33624.12| 34.00000 25748.20 AGGREGATE FOR UNDERDRAINS | | | 0081 718-99153 10373.800 m2 | 1.00000 10373.80| 1.00000 10373.80| 1.50000 15560.70 GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-01091 5.000 EACH| 2045.00000 10225.00| 1870.00000 9350.00| 1400.00000 7000.00 MANHOLE, C10, MODIFIED | | | 0083 720-04574 2.000 EACH| 2163.00000 4326.00| 2500.00000 5000.00| 2200.00000 4400.00 MANHOLE, J-5 , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 720-04682 2.000 EACH| 1016.00000 2032.00| 1870.00000 3740.00| 1600.00000 3200.00 INLET , C5 | | | 0085 720-44000 39.000 EACH| 200.00000 7800.00| 250.00000 9750.00| 850.00000 33150.00 CASTING, ADJUST TO GRADE | | | 0086 720-45030 1.000 EACH| 1016.00000 1016.00| 900.00000 900.00| 1100.00000 1100.00 INLET, E7 | | | 0087 720-45055 28.000 EACH| 1016.00000 28448.00| 1250.00000 35000.00| 1400.00000 39200.00 INLET, M10 | | | 0088 720-45105 1.000 EACH| 1016.00000 1016.00| 1100.00000 1100.00| 1100.00000 1100.00 INLET, A2, MODIFIED | | | 0089 720-45145 30.000 EACH| 1016.00000 30480.00| 1235.00000 37050.00| 1300.00000 39000.00 INLET, J10, MODIFIED | | | 0090 720-45155 8.000 EACH| 1016.00000 8128.00| 1240.00000 9920.00| 1400.00000 11200.00 INLET, M10, MODIFIED | | | 0091 720-45410 26.000 EACH| 1275.00000 33150.00| 1915.00000 49790.00| 1500.00000 39000.00 MANHOLE, C4 | | | 0092 720-45510 2.000 EACH| 2280.00000 4560.00| 1670.00000 3340.00| 1500.00000 3000.00 MANHOLE, C4, MODIFIED | | | 0093 720-45605 5.000 m | 551.00000 2755.00| 700.00000 3500.00| 1500.00000 7500.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0094 720-93409 10.000 EACH| 1016.00000 10160.00| 1700.00000 17000.00| 2100.00000 21000.00 INLET, B15, MODIFIED | | | 0095 720-93411 1.000 EACH| 1016.00000 1016.00| 1720.00000 1720.00| 2100.00000 2100.00 INLET, C15, MODIFIED | | | 0096 720-95422 3.000 EACH| 2280.00000 6840.00| 2350.00000 7050.00| 1900.00000 5700.00 MANHOLE, J4 | | | 0097 720-96032 6.000 EACH| 1016.00000 6096.00| 1200.00000 7200.00| 900.00000 5400.00 INLET, A4, MODIFIED | | | 0098 720-96851 2.000 EACH| 1016.00000 2032.00| 1600.00000 3200.00| 1400.00000 2800.00 INLET, J13 , MODIFIED | | | 0099 720-97865 1.000 EACH| 1275.00000 1275.00| 1700.00000 1700.00| 1400.00000 1400.00 MANHOLE, C2, MODIFIED | | | 0100 720-98555 6.000 EACH| 1016.00000 6096.00| 1670.00000 10020.00| 2100.00000 12600.00 INLET, C15 | | | 0101 732-02745 1.000 EACH| 705.00000 705.00| 735.00000 735.00| 1100.00000 1100.00 GATE VALVE AND BOX, 200 mm | | | 0102 732-03063 2.000 EACH| 912.00000 1824.00| 2250.00000 4500.00| 2300.00000 4600.00 TAPPING SLEEVE AND VALVE, 150 mm X 100 | | | mm | | | 0103 732-03063 2.000 EACH| 1360.00000 2720.00| 3050.00000 6100.00| 2800.00000 5600.00 TAPPING SLEEVE AND VALVE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 732-03063 2.000 EACH| 2010.00000 4020.00| 3600.00000 7200.00| 4700.00000 9400.00 TAPPING SLEEVE AND VALVE, 250 mm | | | 0105 732-04166 4.000 EACH| 1366.00000 5464.00| 2700.00000 10800.00| 2600.00000 10400.00 TAPPING SLEEVE AND VALVE ASSEMBLY, 150 | | | mm | | | 0106 732-04836 21.000 EACH| 1252.00000 26292.00| 2800.00000 58800.00| 1800.00000 37800.00 GATE VALVE AND BOX, 300 mm | | | 0107 732-04965 148.000 m | 51.66000 7645.68| 153.70000 22747.60| 120.00000 17760.00 WATER SERVICE LINE , 25 mm PUSHED | | | BENEATH PAVED SURFACE | | | 0108 732-04965 10.000 m | 57.75000 577.50| 210.00000 2100.00| 120.00000 1200.00 WATER SERVICE LINE , 37.5 mm, PUSHED | | | BENEATH PAVED SURFACE | | | 0109 732-04965 162.000 m | 59.22000 9593.64| 179.00000 28998.00| 120.00000 19440.00 WATER SERVICE LINE , 50 mm, PUSHED | | | BENEATH PAVED SURFACE | | | 0110 732-04965 225.000 m | 72.19000 16242.75| 115.00000 25875.00| 65.00000 14625.00 WATER SERVICE LINE , COPPER, OPEN CUT, | | | 50 mm | | | 0111 732-04987 2.000 EACH| 1290.00000 2580.00| 975.00000 1950.00| 1500.00000 3000.00 CONNECTION , SERVICE LINE, 100 mm | | | 0112 732-04987 23.000 EACH| 480.00000 11040.00| 500.00000 11500.00| 800.00000 18400.00 CONNECTION , SERVICE LINE, 25 mm OR | | | SMALLER | | | 0113 732-04987 4.000 EACH| 480.00000 1920.00| 600.00000 2400.00| 800.00000 3200.00 CONNECTION , SERVICE LINE, 37. 5 mm | | | 0114 732-04987 10.000 EACH| 648.00000 6480.00| 645.00000 6450.00| 800.00000 8000.00 CONNECTION , SERVICE LINE, 50 mm | | | 0115 732-04987 1.000 EACH| 1290.00000 1290.00| 1200.00000 1200.00| 800.00000 800.00 CONNECTION , SERVICE LINE, 75 mm | | | 0116 732-04987 2.000 EACH| 1290.00000 2580.00| 1500.00000 3000.00| 1200.00000 2400.00 CONNECTION , SERVICE, 100 mm | | | 0117 732-04987 1.000 EACH| 1290.00000 1290.00| 875.00000 875.00| 800.00000 800.00 CONNECTION , SERVICE, 75 mm | | | 0118 732-04996 3.000 EACH| 1485.00000 4455.00| 1500.00000 4500.00| 6000.00000 18000.00 CUT IN CONNECTION TO EXISTING MAIN | | | 0119 732-05560 40.000 m | 64.00000 2560.00| 153.80000 6152.00| 350.00000 14000.00 SERVICE LINE , DUCTILE IRON, 100 mm | | | 0121 732-06839 23.000 EACH| 420.00000 9660.00| 365.00000 8395.00| 1000.00000 23000.00 TAP , SERVICE, 25 mm | | | 0122 732-06839 4.000 EACH| 570.00000 2280.00| 430.00000 1720.00| 1000.00000 4000.00 TAP , SERVICE, 37.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 732-06839 11.000 EACH| 650.00000 7150.00| 560.00000 6160.00| 1700.00000 18700.00 TAP , SERVICE, 50 mm | | | 0124 732-91738 50.000 m | 164.00000 8200.00| 157.00000 7850.00| 700.00000 35000.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0125 732-91739 35.000 m | 68.00000 2380.00| 178.00000 6230.00| 750.00000 26250.00 WATER MAIN, DUCTILE IRON, 200 mm | | | 0126 732-91742 13.000 EACH| 2400.00000 31200.00| 2200.00000 28600.00| 2800.00000 36400.00 FIRE HYDRANT | | | 0127 732-96670 1650.000 m | 170.00000 280500.00| 148.15000 244447.50| 200.00000 330000.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0128 732-97009 9.000 EACH| 790.00000 7110.00| 650.00000 5850.00| 1000.00000 9000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0129 801-02617 8.000 EACH| 100.00000 800.00| 750.00000 6000.00| 100.00000 800.00 TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0130 801-03290 3.000 EACH| 180.00000 540.00| 180.00000 540.00| 180.00000 540.00 CONSTRUCTION SIGN, C | | | 0131 801-04308 7.000 EACH| 520.00000 3640.00| 520.00000 3640.00| 520.00000 3640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0132 801-06203 7400.000 m | 0.75000 5550.00| 0.65000 4810.00| 0.65000 4810.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0133 801-06207 12035.000 m | 1.50000 18052.50| 2.55000 30689.25| 2.55000 30689.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0134 801-06216 21.000 m | 5.00000 105.00| 5.00000 105.00| 5.00000 105.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0135 801-06577 90.000 m | 15.70000 1413.00| 15.70000 1413.00| 15.70000 1413.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0136 801-06625 28.000 EACH| 60.00000 1680.00| 60.00000 1680.00| 60.00000 1680.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0137 801-06640 50.000 EACH| 162.00000 8100.00| 162.00000 8100.00| 162.00000 8100.00 CONSTRUCTION SIGN, A | | | 0138 801-06645 13.000 EACH| 50.00000 650.00| 50.00000 650.00| 50.00000 650.00 CONSTRUCTION SIGN, B | | | 0139 801-06710 240.000 DAY | 5.00000 1200.00| 12.00000 2880.00| 12.00000 2880.00 FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 110570.00000 110570.00| 105000.00000 105000.00| 54500.00000 54500.00 MAINTAINING TRAFFIC | | | 0141 801-07119 151.200 m | 48.00000 7257.60| 48.00000 7257.60| 48.00000 7257.60 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 801-53072 LUMP| 100.00000 100.00| 12200.00000 12200.00| 100.00000 100.00 TEMPORARY TRAFFIC SIGNAL | | | 0143 801-94295 72.000 EACH| 65.00000 4680.00| 240.00000 17280.00| 65.00000 4680.00 SIGNAL HEAD, RELOCATE | | | 0144 802-05701 25.000 m | 32.00000 800.00| 24.50000 612.50| 32.00000 800.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0145 802-05702 200.000 m | 20.00000 4000.00| 21.50000 4300.00| 20.00000 4000.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0146 802-07057 3.600 m2 | 370.00000 1332.00| 360.00000 1296.00| 370.00000 1332.00 SIGN, PANEL, WITH LEGEND | | | 0147 802-07151 4.000 EACH| 200.00000 800.00| 270.00000 1080.00| 200.00000 800.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0148 802-76025 24.000 m2 | 125.00000 3000.00| 104.80000 2515.20| 125.00000 3000.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0149 802-76035 23.000 m2 | 97.00000 2231.00| 110.80000 2548.40| 97.00000 2231.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0150 802-76045 3.000 m2 | 150.00000 450.00| 148.60000 445.80| 150.00000 450.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0151 802-76095 234.000 kg | 3.50000 819.00| 4.50000 1053.00| 3.50000 819.00 STRUCTURAL STEEL, BREAKAWAY | | | 0152 805-01815 8.000 EACH| 1650.00000 13200.00| 1650.00000 13200.00| 1650.00000 13200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0153 805-01842 16.000 EACH| 670.00000 10720.00| 670.00000 10720.00| 670.00000 10720.00 HANDHOLE, SIGNAL | | | 0154 805-01879 2.000 EACH| 535.00000 1070.00| 400.00000 800.00| 535.00000 1070.00 SIGNAL SERVICE, INSTALL | | | 0155 805-02373 200.000 m | 13.00000 2600.00| 7.50000 1500.00| 13.00000 2600.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0156 805-06592 807.000 m | 17.70000 14283.90| 36.00000 29052.00| 17.70000 14283.90 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0157 805-06741 2.000 EACH| 780.00000 1560.00| 3950.00000 7900.00| 780.00000 1560.00 FLASHING BEACON WITH WARNING SIGN | | | 0158 805-78106 1.000 EACH| 10700.00000 10700.00| 10200.00000 10200.00| 10700.00000 10700.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 805-78109 1.000 EACH| 7800.00000 7800.00| 7850.00000 7850.00| 7800.00000 7800.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0160 805-78205 16.000 EACH| 500.00000 8000.00| 520.00000 8320.00| 500.00000 8000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0161 805-78215 2.000 EACH| 535.00000 1070.00| 550.00000 1100.00| 535.00000 1070.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0162 805-78355 16.000 EACH| 320.00000 5120.00| 420.00000 6720.00| 320.00000 5120.00 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0163 805-78370 16.000 EACH| 78.00000 1248.00| 100.00000 1600.00| 78.00000 1248.00 PEDESTRIAN PUSH BUTTON | | | 0164 805-78415 8.000 EACH| 1150.00000 9200.00| 1450.00000 11600.00| 1150.00000 9200.00 SPAN, CATENARY, AND TETHER | | | 0165 805-78420 8.000 EACH| 160.00000 1280.00| 250.00000 2000.00| 160.00000 1280.00 DISCONNECT HANGER | | | 0166 805-78467 12.000 m | 5.10000 61.20| 4.80000 57.60| 5.10000 61.20 SIGNAL CABLE, 3C 8GA. | | | 0167 805-78470 1477.000 m | 0.40000 590.80| 0.50000 738.50| 0.40000 590.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0168 805-78480 414.000 m | 3.30000 1366.20| 4.20000 1738.80| 3.30000 1366.20 SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 600.000 m | 3.70000 2220.00| 3.70000 2220.00| 3.70000 2220.00 SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 445.000 m | 4.10000 1824.50| 3.90000 1735.50| 4.10000 1824.50 SIGNAL CABLE, 7C 14GA. | | | 0171 805-78510 2050.000 m | 2.00000 4100.00| 3.50000 7175.00| 2.00000 4100.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0172 805-78785 15.000 EACH| 400.00000 6000.00| 390.00000 5850.00| 400.00000 6000.00 SIGNAL DETECTOR HOUSING | | | 0173 805-78795 552.000 m | 19.65000 10846.80| 24.50000 13524.00| 19.65000 10846.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0174 805-78925 2.000 EACH| 695.00000 1390.00| 520.00000 1040.00| 695.00000 1390.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0176 807-05074 12.000 EACH| 4800.00000 57600.00| 950.00000 11400.00| 1600.00000 19200.00 DISCONNECT AND SEAL EXISTING WATER MAIN | | | 0177 808-03114 4.000 EACH| 89.50000 358.00| 89.50000 358.00| 89.50000 358.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 2.4 m | | | 0178 808-06609 4.000 EACH| 89.50000 358.00| 89.50000 358.00| 89.50000 358.00 PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, (PED) 2.4 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0179 808-06701 1000.000 m | 0.84000 840.00| 0.84000 840.00| 0.83000 830.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0180 808-06703 1000.000 m | 0.84000 840.00| 0.84000 840.00| 0.83000 830.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0181 808-06705 115.000 m | 3.10000 356.50| 3.10000 356.50| 3.10000 356.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0182 808-06716 5600.000 m | 1.51000 8456.00| 1.51000 8456.00| 1.51000 8456.00 LINE, REMOVE | | | 0183 808-74815 445.000 m | 4.65000 2069.25| 4.65000 2069.25| 4.65000 2069.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0184 808-75054 100.000 m | 5.15000 515.00| 5.15000 515.00| 5.15000 515.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0185 808-75240 75.000 m | 0.84000 63.00| 0.84000 63.00| 2.64000 198.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0186 808-75245 5200.000 m | 0.84000 4368.00| 0.84000 4368.00| 0.84000 4368.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0187 808-75297 151.000 m | 9.25000 1396.75| 9.25000 1396.75| 9.30000 1404.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0188 808-75300 380.000 m | 2.50000 950.00| 2.50000 950.00| 2.50000 950.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0189 808-75320 16.000 EACH| 60.00000 960.00| 60.00000 960.00| 60.00000 960.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0190 808-75325 6.000 EACH| 85.50000 513.00| 85.50000 513.00| 85.50000 513.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0191 808-75350 4.000 EACH| 115.50000 462.00| 115.00000 460.00| 115.00000 460.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0192 808-75998 300.000 EACH| 18.00000 5400.00| 18.00000 5400.00| 18.00000 5400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0193 808-92027 64.000 m | 3.10000 198.40| 3.10000 198.40| 3.10000 198.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1120685 |(6) 35-0997978 |E & B PAVING, INC. |WALSH & KELLY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 808-96016 32.000 m | 4.65000 148.80| 4.65000 148.80| 4.65000 148.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0195 306-08043 1043.000 m2 | 5.86000 6111.98| 10.00000 10430.00| 7.40000 7718.20 MILLING, TRANSITION | | | 0196 306-08041 133.000 m2 | 11.30000 1502.90| 26.00000 3458.00| 7.40000 984.20 MILLING, CONCRETE PAVEMENT | | | 0197 715-05711 1000.000 m | 20.00000 20000.00| 137.80000 137800.00| 84.00000 84000.00 PIPE, SANITARY SEWER, 150 mm | | | 0198 203-95673 1625.000 m3 | 13.80000 22425.00| 13.00000 21125.00| 16.00000 26000.00 BACKFILL, GRANULAR | | | 0199 801-09133 4.000 EACH| 4500.00000 18000.00| 4500.00000 18000.00| 4500.00000 18000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0200 805-81032 8.000 EACH| 2450.00000 19600.00| 2450.00000 19600.00| 4850.00000 38800.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0201 402-07453 4410.000 Mg | 45.00000 198450.00| 33.00000 145530.00| 32.00000 141120.00 HMA FOR TEMPORARY PAVEMENT | | | SECTION TOTALS | $ 5,073,770.30| $ 5,271,868.98| $ 5,731,013.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,073,770.30| $ 5,271,868.98| $ 5,731,013.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WATER MAIN RELOCATION | | | 0001 105-04655 14.000 MOS | 175.00000 2450.00| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 122000.00000 122000.00| | CONSTRUCTION ENGINEERING | | | 0003 105-07039 18.000 MOS | 2150.00000 38700.00| | FIELD OFFICE, B | | | 0004 108-01614 LUMP| 22000.00000 22000.00| | PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 277000.00000 277000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 132000.00000 132000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 17700.000 m2 | 6.50000 115050.00| | PAVEMENT REMOVAL | | | 0008 202-02241 288.000 m | 12.00000 3456.00| | GUARDRAIL, REMOVE | | | 0009 202-02271 5.000 EACH| 2125.00000 10625.00| | HEADWALL, REMOVE | | | 0010 202-02278 1050.000 m | 12.00000 12600.00| | CURB, CONCRETE, REMOVE | | | 0011 202-02286 1.000 EACH| 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE | | | 0012 202-04089 54.000 EACH| 21.00000 1134.00| | SIGN, SHEET, REMOVE | | | 0013 202-52710 75.000 m2 | 16.00000 1200.00| | SIDEWALK, CONCRETE, REMOVE | | | 0016 202-78515 LUMP| 3850.00000 3850.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 202-91385 14.000 EACH| 284.00000 3976.00| | INLET, REMOVE | | | 0018 202-93047 7.000 EACH| 568.00000 3976.00| | MANHOLE, REMOVE | | | 0019 202-96133 907.000 m | 18.00000 16326.00| | PIPE, REMOVE | | | 0020 203-02000 12171.000 m3 | 15.10000 183782.10| | EXCAVATION, COMMON | | | 0021 205-06933 2.000 EACH| 82.00000 164.00| | TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 2220.000 m | 4.60000 10212.00| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 206-98327 217.600 m2 | 250.00000 54400.00| | SHEET PILING, STEEL, S 30.2 | | | 0024 207-07498 38400.000 m2 | 13.50000 518400.00| | SUBGRADE TREATMENT, TYPE A | | | 0026 210-07891 242.000 m | 40.00000 9680.00| | SERVICE , COPPER TUBING, OPEN CUT, 25 mm| | | 0027 210-07891 21.000 m | 43.24000 908.04| | SERVICE , COPPER TUBING, OPEN CUT, 37.5 | | | mm | | | 0028 211-07454 5890.000 m3 | 20.00000 117800.00| | STRUCTURE BACKFILL | | | 0029 303-01180 7380.000 Mg | 21.59000 159334.20| | COMPACTED AGGREGATE, NO. 53 | | | 0030 304-07490 330.000 Mg | 99.00000 32670.00| | HMA PATCHING, TYPE B | | | 0031 401-07334 3435.000 Mg | 52.80000 181368.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0032 401-07403 5353.000 Mg | 41.80000 223755.40| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0033 401-07424 16880.000 Mg | 36.00000 607680.00| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0034 401-07429 6525.000 Mg | 38.00000 247950.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0035 406-05520 46.000 Mg | 385.00000 17710.00| | ASPHALT FOR TACK COAT | | | 0036 601-01846 1.000 EACH| 1900.00000 1900.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0037 601-01846 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , TEMPORARY | | | 0038 601-07023 1.000 EACH| 8100.00000 8100.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0039 601-94689 1.000 EACH| 2550.00000 2550.00| | GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 74.295 m | 38.00000 2823.21| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06639 201.000 m | 153.00000 30753.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 604-06069 440.000 m2 | 40.00000 17600.00| | CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 604-91531 3300.000 m2 | 31.00000 102300.00| | SIDEWALK, CONCRETE, 100 mm | | | 0044 605-06120 475.000 m | 40.00000 19000.00| | CURB, CONCRETE | | | 0045 605-06121 500.000 m | 40.00000 20000.00| | CURB, CONCRETE, B | | | 0046 605-06140 2350.000 m | 32.00000 75200.00| | CURB AND GUTTER, CONCRETE | | | 0047 605-06200 350.000 m | 49.00000 17150.00| | CENTER CURB, A, CONCRETE | | | 0048 610-07487 455.000 Mg | 70.00000 31850.00| | HMA FOR APPROACHES, TYPE B | | | 0049 611-05330 3542.000 m2 | 40.00000 141680.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0050 611-06497 17.000 EACH| 165.00000 2805.00| | MAILBOX ASSEMBLY, SINGLE | | | 0051 615-06490 14.000 EACH| 125.00000 1750.00| | RIGHT OF WAY MARKER | | | 0052 615-06505 7.000 EACH| 440.00000 3080.00| | MONUMENT, B | | | 0053 616-02320 500.000 m2 | 3.40000 1700.00| | GEOTEXTILES | | | 0054 616-05688 250.000 Mg | 63.00000 15750.00| | RIPRAP, CLASS 1 | | | 0055 616-06405 125.000 Mg | 37.00000 4625.00| | RIPRAP, REVETMENT | | | 0056 621-01004 6.000 EACH| 330.00000 1980.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06560 3900.000 m2 | 1.00000 3900.00| | MULCHED SEEDING, U | | | 0058 621-06570 865.000 m3 | 39.00000 33735.00| | TOP SOIL | | | 0059 621-06575 9775.000 m2 | 3.60000 35190.00| | SODDING, NURSERY | | | 0060 703-06029 235.000 kg | 52.00000 12220.00| | REINFORCING BARS, EPOXY COATED | | | 0061 704-51001 5.900 m3 | 855.00000 5044.50| | CONCRETE, A, IN SUPERSTRUCTURE | | | 0062 706-91664 39.000 m | 427.00000 16653.00| | PIPE RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 709-51821 LUMP| 2340.00000 2340.00| | SURFACE SEAL FOR HEADWALLS | | | 0064 714-07640 29.000 m | 7140.00000 207060.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6100 mm X 2100 mm | | | 0066 715-05048 3277.900 m | 19.25000 63099.58| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05149 1105.000 m | 95.29000 105295.45| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0068 715-05151 208.500 m | 101.49000 21160.67| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0069 715-05152 388.500 m | 106.18000 41250.93| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0070 715-05154 738.500 m | 139.03000 102673.66| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0071 715-05156 41.000 m | 161.18000 6608.38| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0072 715-46000 7.000 EACH| 508.00000 3556.00| | PIPE END SECTION, 300 mm | | | 0073 715-46005 2.000 EACH| 524.50000 1049.00| | PIPE END SECTION, 375 mm | | | 0074 715-46020 2.000 EACH| 722.50000 1445.00| | PIPE END SECTION, 600 mm | | | 0075 715-46030 1.000 EACH| 810.50000 810.50| | PIPE END SECTION, 750 mm | | | 0076 715-95885 3.000 EACH| 782.30000 2346.90| | GATE AND VALVE BOX, 150 mm | | | 0077 715-98265 15.000 m | 144.71000 2170.65| | WATER MAIN, DUCTILE IRON, 100 mm | | | 0078 716-98960 22.000 m | 1369.48000 30128.56| | CASING, STEEL FOR WATER MAIN | | | 0079 718-06532 3277.900 m | 3.30000 10817.07| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0080 718-52610 757.300 m3 | 32.28000 24445.64| | AGGREGATE FOR UNDERDRAINS | | | 0081 718-99153 10373.800 m2 | 0.78000 8091.56| | GEOTEXTILES FOR UNDERDRAIN | | | 0082 720-01091 5.000 EACH| 2193.60000 10968.00| | MANHOLE, C10, MODIFIED | | | 0083 720-04574 2.000 EACH| 2899.80000 5799.60| | MANHOLE, J-5 , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 720-04682 2.000 EACH| 1789.30000 3578.60| | INLET , C5 | | | 0085 720-44000 39.000 EACH| 377.00000 14703.00| | CASTING, ADJUST TO GRADE | | | 0086 720-45030 1.000 EACH| 1374.60000 1374.60| | INLET, E7 | | | 0087 720-45055 28.000 EACH| 1600.10000 44802.80| | INLET, M10 | | | 0088 720-45105 1.000 EACH| 1517.60000 1517.60| | INLET, A2, MODIFIED | | | 0089 720-45145 30.000 EACH| 1583.60000 47508.00| | INLET, J10, MODIFIED | | | 0090 720-45155 8.000 EACH| 1715.60000 13724.80| | INLET, M10, MODIFIED | | | 0091 720-45410 26.000 EACH| 2105.60000 54745.60| | MANHOLE, C4 | | | 0092 720-45510 2.000 EACH| 2144.10000 4288.20| | MANHOLE, C4, MODIFIED | | | 0093 720-45605 5.000 m | 929.00000 4645.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0094 720-93409 10.000 EACH| 1035.60000 10356.00| | INLET, B15, MODIFIED | | | 0095 720-93411 1.000 EACH| 1957.60000 1957.60| | INLET, C15, MODIFIED | | | 0096 720-95422 3.000 EACH| 2814.00000 8442.00| | MANHOLE, J4 | | | 0097 720-96032 6.000 EACH| 1352.60000 8115.60| | INLET, A4, MODIFIED | | | 0098 720-96851 2.000 EACH| 1644.10000 3288.20| | INLET, J13 , MODIFIED | | | 0099 720-97865 1.000 EACH| 2105.60000 2105.60| | MANHOLE, C2, MODIFIED | | | 0100 720-98555 6.000 EACH| 1952.10000 11712.60| | INLET, C15 | | | 0101 732-02745 1.000 EACH| 966.00000 966.00| | GATE VALVE AND BOX, 200 mm | | | 0102 732-03063 2.000 EACH| 1921.00000 3842.00| | TAPPING SLEEVE AND VALVE, 150 mm X 100 | | | mm | | | 0103 732-03063 2.000 EACH| 2399.50000 4799.00| | TAPPING SLEEVE AND VALVE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 732-03063 2.000 EACH| 3078.20000 6156.40| | TAPPING SLEEVE AND VALVE, 250 mm | | | 0105 732-04166 4.000 EACH| 2065.10000 8260.40| | TAPPING SLEEVE AND VALVE ASSEMBLY, 150 | | | mm | | | 0106 732-04836 21.000 EACH| 1458.80000 30634.80| | GATE VALVE AND BOX, 300 mm | | | 0107 732-04965 148.000 m | 115.78000 17135.44| | WATER SERVICE LINE , 25 mm PUSHED | | | BENEATH PAVED SURFACE | | | 0108 732-04965 10.000 m | 119.02000 1190.20| | WATER SERVICE LINE , 37.5 mm, PUSHED | | | BENEATH PAVED SURFACE | | | 0109 732-04965 162.000 m | 126.60000 20509.20| | WATER SERVICE LINE , 50 mm, PUSHED | | | BENEATH PAVED SURFACE | | | 0110 732-04965 225.000 m | 45.71000 10284.75| | WATER SERVICE LINE , COPPER, OPEN CUT, | | | 50 mm | | | 0111 732-04987 2.000 EACH| 1158.30000 2316.60| | CONNECTION , SERVICE LINE, 100 mm | | | 0112 732-04987 23.000 EACH| 161.97000 3725.31| | CONNECTION , SERVICE LINE, 25 mm OR | | | SMALLER | | | 0113 732-04987 4.000 EACH| 368.00000 1472.00| | CONNECTION , SERVICE LINE, 37. 5 mm | | | 0114 732-04987 10.000 EACH| 581.60000 5816.00| | CONNECTION , SERVICE LINE, 50 mm | | | 0115 732-04987 1.000 EACH| 1158.30000 1158.30| | CONNECTION , SERVICE LINE, 75 mm | | | 0116 732-04987 2.000 EACH| 1158.30000 2316.60| | CONNECTION , SERVICE, 100 mm | | | 0117 732-04987 1.000 EACH| 1158.30000 1158.30| | CONNECTION , SERVICE, 75 mm | | | 0118 732-04996 3.000 EACH| 2121.00000 6363.00| | CUT IN CONNECTION TO EXISTING MAIN | | | 0119 732-05560 40.000 m | 145.20000 5808.00| | SERVICE LINE , DUCTILE IRON, 100 mm | | | 0121 732-06839 23.000 EACH| 137.87000 3171.01| | TAP , SERVICE, 25 mm | | | 0122 732-06839 4.000 EACH| 137.87000 551.48| | TAP , SERVICE, 37.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 732-06839 11.000 EACH| 203.37000 2237.07| | TAP , SERVICE, 50 mm | | | 0124 732-91738 50.000 m | 140.34000 7017.00| | WATER MAIN, DUCTILE IRON, 150 mm | | | 0125 732-91739 35.000 m | 151.39000 5298.65| | WATER MAIN, DUCTILE IRON, 200 mm | | | 0126 732-91742 13.000 EACH| 2497.91000 32472.83| | FIRE HYDRANT | | | 0127 732-96670 1650.000 m | 137.70000 227205.00| | WATER MAIN, DUCTILE IRON, 300 mm | | | 0128 732-97009 9.000 EACH| 372.00000 3348.00| | FIRE HYDRANT ASSEMBLY, REMOVE | | | 0129 801-02617 8.000 EACH| 110.00000 880.00| | TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0130 801-03290 3.000 EACH| 198.00000 594.00| | CONSTRUCTION SIGN, C | | | 0131 801-04308 7.000 EACH| 572.00000 4004.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0132 801-06203 7400.000 m | 0.72000 5328.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0133 801-06207 12035.000 m | 2.81000 33818.35| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0134 801-06216 21.000 m | 5.50000 115.50| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0135 801-06577 90.000 m | 17.27000 1554.30| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0136 801-06625 28.000 EACH| 66.00000 1848.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0137 801-06640 50.000 EACH| 178.20000 8910.00| | CONSTRUCTION SIGN, A | | | 0138 801-06645 13.000 EACH| 55.00000 715.00| | CONSTRUCTION SIGN, B | | | 0139 801-06710 240.000 DAY | 26.40000 6336.00| | FLASHING ARROW SIGN | | | 0140 801-06775 LUMP| 61353.50000 61353.50| | MAINTAINING TRAFFIC | | | 0141 801-07119 151.200 m | 52.80000 7983.36| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 801-53072 LUMP| 110.00000 110.00| | TEMPORARY TRAFFIC SIGNAL | | | 0143 801-94295 72.000 EACH| 71.50000 5148.00| | SIGNAL HEAD, RELOCATE | | | 0144 802-05701 25.000 m | 35.20000 880.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0145 802-05702 200.000 m | 22.00000 4400.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0146 802-07057 3.600 m2 | 407.00000 1465.20| | SIGN, PANEL, WITH LEGEND | | | 0147 802-07151 4.000 EACH| 220.00000 880.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0148 802-76025 24.000 m2 | 137.50000 3300.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0149 802-76035 23.000 m2 | 106.70000 2454.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0150 802-76045 3.000 m2 | 165.00000 495.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0151 802-76095 234.000 kg | 3.85000 900.90| | STRUCTURAL STEEL, BREAKAWAY | | | 0152 805-01815 8.000 EACH| 1815.00000 14520.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0153 805-01842 16.000 EACH| 737.00000 11792.00| | HANDHOLE, SIGNAL | | | 0154 805-01879 2.000 EACH| 588.50000 1177.00| | SIGNAL SERVICE, INSTALL | | | 0155 805-02373 200.000 m | 14.30000 2860.00| | INTERCONNECT CABLE, FIBER OPTIC | | | 0156 805-06592 807.000 m | 19.47000 15712.29| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0157 805-06741 2.000 EACH| 858.00000 1716.00| | FLASHING BEACON WITH WARNING SIGN | | | 0158 805-78106 1.000 EACH| 11770.00000 11770.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 805-78109 1.000 EACH| 8580.00000 8580.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0160 805-78205 16.000 EACH| 550.00000 8800.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0161 805-78215 2.000 EACH| 588.50000 1177.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0162 805-78355 16.000 EACH| 352.00000 5632.00| | PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0163 805-78370 16.000 EACH| 85.80000 1372.80| | PEDESTRIAN PUSH BUTTON | | | 0164 805-78415 8.000 EACH| 1265.00000 10120.00| | SPAN, CATENARY, AND TETHER | | | 0165 805-78420 8.000 EACH| 176.00000 1408.00| | DISCONNECT HANGER | | | 0166 805-78467 12.000 m | 5.61000 67.32| | SIGNAL CABLE, 3C 8GA. | | | 0167 805-78470 1477.000 m | 0.44000 649.88| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0168 805-78480 414.000 m | 3.63000 1502.82| | SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 600.000 m | 4.07000 2442.00| | SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 445.000 m | 4.51000 2006.95| | SIGNAL CABLE, 7C 14GA. | | | 0171 805-78510 2050.000 m | 2.20000 4510.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0172 805-78785 15.000 EACH| 440.00000 6600.00| | SIGNAL DETECTOR HOUSING | | | 0173 805-78795 552.000 m | 21.62000 11934.24| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0174 805-78925 2.000 EACH| 764.50000 1529.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0176 807-05074 12.000 EACH| 594.00000 7128.00| | DISCONNECT AND SEAL EXISTING WATER MAIN | | | 0177 808-03114 4.000 EACH| 98.45000 393.80| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 2.4 m | | | 0178 808-06609 4.000 EACH| 98.45000 393.80| | PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, (PED) 2.4 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0179 808-06701 1000.000 m | 1.00000 1000.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0180 808-06703 1000.000 m | 1.00000 1000.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0181 808-06705 115.000 m | 3.41000 392.15| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0182 808-06716 5600.000 m | 5.20000 29120.00| | LINE, REMOVE | | | 0183 808-74815 445.000 m | 5.20000 2314.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0184 808-75054 100.000 m | 5.67000 567.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0185 808-75240 75.000 m | 1.00000 75.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0186 808-75245 5200.000 m | 1.00000 5200.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0187 808-75297 151.000 m | 10.00000 1510.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0188 808-75300 380.000 m | 2.75000 1045.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0189 808-75320 16.000 EACH| 66.00000 1056.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0190 808-75325 6.000 EACH| 94.00000 564.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0191 808-75350 4.000 EACH| 127.00000 508.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0192 808-75998 300.000 EACH| 25.08000 7524.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0193 808-92027 64.000 m | 3.41000 218.24| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 123 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,784,304.21 ROUTE : 17 CALL ORDER : 123 CONTRACT ID : R -26281-A COUNTIES : MARSHALL LETTING DATE : 10/21/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1058916 | | |WOODRUFF & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 808-96016 32.000 m | 5.12000 163.84| | LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0195 306-08043 1043.000 m2 | 4.75000 4954.25| | MILLING, TRANSITION | | | 0196 306-08041 133.000 m2 | 10.89000 1448.37| | MILLING, CONCRETE PAVEMENT | | | 0197 715-05711 1000.000 m | 76.65000 76650.00| | PIPE, SANITARY SEWER, 150 mm | | | 0198 203-95673 1625.000 m3 | 24.00000 39000.00| | BACKFILL, GRANULAR | | | 0199 801-09133 4.000 EACH| 5000.00000 20000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0200 805-81032 8.000 EACH| 2700.00000 21600.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0201 402-07453 4410.000 Mg | 38.50000 169785.00| | HMA FOR TEMPORARY PAVEMENT | | | SECTION TOTALS | $ 5,736,654.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,736,654.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 125 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 125 CONTRACT ID : R -26408-B COUNTIES : CRAWFORD LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 329,300.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 127 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,289,722.72 ROUTE : 66 CALL ORDER : 127 CONTRACT ID : R -26480-B COUNTIES : VANDERBURGH LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0067018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 43-0909589 AFFHOLDER INC $ 6,948,825.00 100.0000% 2 38-1798525 DEE, JAY CONTRACTORS, INC. $ 7,104,530.40 102.2407% ==================================================================================================================================== |(1) 43-0909589 |(2) 38-1798525 | |AFFHOLDER INC |DEE, JAY CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER(TUNNEL) INSTALLATION | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1900.00000 22800.00| 1000.00000 12000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 319250.00000 319250.00| 350000.00000 350000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 141.000 m | 7.00000 987.00| 20.00000 2820.00| GUARDRAIL, REMOVE | | | 0005 202-02273 104.000 m2 | 15.00000 1560.00| 50.00000 5200.00| CENTER CURB, CONCRETE, REMOVE | | | 0006 202-02279 144.000 m | 13.00000 1872.00| 20.00000 2880.00| CURB AND GUTTER, REMOVE | | | 0007 202-03323 1.000 EACH| 800.00000 800.00| 660.00000 660.00| HANDHOLE, SIGNAL, REMOVE AND RESET | | | 0008 202-04089 1.000 EACH| 100.00000 100.00| 32.00000 32.00| SIGN, SHEET, REMOVE | | | 0009 202-90277 1.000 EACH| 200.00000 200.00| 275.00000 275.00| DETECTOR HOUSING, REMOVE | | | 0010 202-93996 2.000 EACH| 300.00000 600.00| 130.00000 260.00| PEDESTAL BASE, REMOVE | | | 0011 203-02000 500.000 m3 | 9.00000 4500.00| 10.00000 5000.00| EXCAVATION, COMMON | | | 0012 203-02070 3500.000 m3 | 18.04000 63140.00| 10.00000 35000.00| BORROW | | | 0013 205-06937 67.000 m | 6.00000 402.00| 8.00000 536.00| TEMPORARY SILT FENCE | | | 0014 210-07021 1474.000 m | 1310.00000 1930940.00| 1400.00000 2063600.00| LINING INSTALLATION, FINAL | | | 0015 210-07170 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| SITE RESTORATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 127 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,289,722.72 ROUTE : 66 CALL ORDER : 127 CONTRACT ID : R -26480-B COUNTIES : VANDERBURGH LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 43-0909589 |(2) 38-1798525 | |AFFHOLDER INC |DEE, JAY CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 210-07848 LUMP| 16250.00000 16250.00| 5250.00000 5250.00| DISPOSITION OF GEOTECHNICAL | | | INSTRUMENTATION | | | 0017 210-07849 157.000 EACH| 36.00000 5652.00| 50.00000 7850.00| SETTLEMENT MONITORING POINT | | | 0018 210-07850 1474.000 m | 1915.00000 2822710.00| 2060.00000 3036440.00| TUNNEL EXCAVATION AND SUPPORT | | | 0019 210-07851 1474.000 m | 290.00000 427460.00| 150.00000 221100.00| BACKFILLING | | | 0020 210-07852 LUMP| 75000.00000 75000.00| 150000.00000 150000.00| SOIL STABILIZATION | | | 0021 210-07853 LUMP| 468000.42000 468000.42| 247000.00000 247000.00| ACCESS SHAFT CONSTRUCTION | | | 0022 210-07854 LUMP| 160000.00000 160000.00| 230000.00000 230000.00| EXIT SHAFT CONSTRUCTION | | | 0023 210-07855 19.000 EACH| 180.00000 3420.00| 1050.00000 19950.00| MONITORING POINT ARRAY | | | 0024 210-07856 10.000 EACH| 2850.00000 28500.00| 1600.00000 16000.00| PROBE EXTENSOMETER | | | 0025 210-07857 2.000 EACH| 7735.00000 15470.00| 7900.00000 15800.00| INCLINOMETER | | | 0026 210-07858 9.000 EACH| 1340.00000 12060.00| 450.00000 4050.00| UTILITY MONITORING POINT | | | 0027 301-07448 2327.000 Mg | 17.00000 39559.00| 18.00000 41886.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 401-07335 2090.000 Mg | 61.41000 128346.90| 66.00000 137940.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0029 402-07434 97.020 Mg | 51.00000 4948.02| 100.00000 9702.00| HMA SURFACE, TYPE C | | | 0030 402-07439 137.550 Mg | 39.00000 5364.45| 76.00000 10453.80| HMA INTERMEDIATE, TYPE C | | | 0031 402-07442 492.750 Mg | 57.52000 28342.98| 66.00000 32521.50| HMA BASE, TYPE C | | | 0032 406-05520 4.800 Mg | 182.00000 873.60| 420.00000 2016.00| ASPHALT FOR TACK COAT | | | 0033 601-01522 1.000 EACH| 1300.00000 1300.00| 1600.00000 1600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-06037 1.000 EACH| 700.00000 700.00| 800.00000 800.00| GUARDRAIL END TREATMENT, I | | | 0035 601-07023 2.000 EACH| 7010.50000 14021.00| 5200.00000 10400.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 127 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,289,722.72 ROUTE : 66 CALL ORDER : 127 CONTRACT ID : R -26480-B COUNTIES : VANDERBURGH LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 43-0909589 |(2) 38-1798525 | |AFFHOLDER INC |DEE, JAY CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-94689 1.000 EACH| 2000.00000 2000.00| 3000.00000 3000.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 153.000 m | 30.00000 4590.00| 85.00000 13005.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06639 30.000 m | 83.00000 2490.00| 34.00000 1020.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0039 602-06646 100.000 m | 73.00000 7300.00| 32.00000 3200.00| TEMPORARY CONCRETE BARRIER | | | 0040 603-98339 215.000 m | 25.00000 5375.00| 48.00000 10320.00| FENCE, CHAIN LINK, 1820 mm, TEMPORARY | | | 0041 616-02320 660.000 m2 | 3.00000 1980.00| 10.00000 6600.00| GEOTEXTILES | | | 0042 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 0.032 Mg | 500.00000 16.00| 1200.00000 38.40| FERTILIZER | | | 0044 621-06557 13.050 kg | 5.00000 65.25| 8.00000 104.40| SEED MIXTURE, T | | | 0045 621-06565 0.798 Mg | 501.25000 400.00| 600.00000 478.80| MULCHING MATERIAL | | | 0046 621-06575 3292.000 m2 | 7.58000 24953.36| 3.50000 11522.00| SODDING, NURSERY | | | 0047 712-04784 2.000 EACH| 150.00000 300.00| 315.00000 630.00| STRUCTURE MONITORING POINT | | | 0048 715-04629 9.000 EACH| 4075.00000 36675.00| 2800.00000 25200.00| PIPE SECTION FOR BLOCK-OUT OPENING, | | | MODIFIED | | | 0049 715-06911 5.000 m | 12000.00000 60000.00| 6400.00000 32000.00| PIPE, TYPE 2, CIRCULAR, 2700 mm | | | 0050 720-98471 1.000 EACH| 112536.00000 112536.00| 210000.00000 210000.00| MANHOLE, X4 | | | 0051 801-01093 4.000 EACH| 1300.00000 5200.00| 850.00000 3400.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0052 801-01504 5.000 EACH| 38.00000 190.00| 80.00000 400.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0053 801-03290 1.000 EACH| 180.00000 180.00| 250.00000 250.00| CONSTRUCTION SIGN, C | | | 0054 801-06207 1155.000 m | 3.00000 3465.00| 3.00000 3465.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 127 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,289,722.72 ROUTE : 66 CALL ORDER : 127 CONTRACT ID : R -26480-B COUNTIES : VANDERBURGH LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 43-0909589 |(2) 38-1798525 | |AFFHOLDER INC |DEE, JAY CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06209 120.000 m | 3.00000 360.00| 5.00000 600.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 150 mm | | | 0056 801-06640 4.000 EACH| 150.00000 600.00| 190.00000 760.00| CONSTRUCTION SIGN, A | | | 0057 801-06645 18.000 EACH| 50.00000 900.00| 40.00000 720.00| CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 30860.00000 30860.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0059 801-07118 1.000 m | 50.00000 50.00| 210.00000 210.00| BARRICADE, III-A | | | 0060 801-94295 2.000 EACH| 250.00000 500.00| 200.00000 400.00| SIGNAL HEAD, RELOCATE | | | 0061 802-99058 1.000 EACH| 150.00000 150.00| 200.00000 200.00| SHEET SIGN, INSTALL | | | 0062 805-01827 2.000 EACH| 358.00000 716.00| 200.00000 400.00| TRAFFIC SIGNAL HEAD, INSTALL | | | 0063 805-01842 1.000 EACH| 800.00000 800.00| 700.00000 700.00| HANDHOLE, SIGNAL | | | 0064 805-02328 114.500 m | 1.00000 114.50| 1.00000 114.50| SIGNAL CABLE, 1C 14GA. | | | 0065 805-78230 2.000 EACH| 900.00000 1800.00| 735.00000 1470.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0066 805-78510 20.000 m | 3.00000 60.00| 3.50000 70.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0067 805-78785 1.000 EACH| 510.00000 510.00| 475.00000 475.00| SIGNAL DETECTOR HOUSING | | | 0068 805-78795 44.540 m | 18.00000 801.72| 30.00000 1336.20| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0069 805-92327 2.000 EACH| 400.00000 800.00| 65.00000 130.00| SIGNAL PEDESTAL, INSTALL | | | 0070 808-06711 2846.000 m | 0.60000 1707.60| 0.40000 1138.40| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0071 808-06713 3650.000 m | 0.30000 1095.00| 0.40000 1460.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 3556.000 m | 0.30000 1066.80| 0.40000 1422.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-06716 1068.000 m | 1.30000 1388.40| 1.00000 1068.00| LINE, REMOVE | | | SECTION TOTALS | $ 6,948,825.00| $ 7,104,530.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,948,825.00| $ 7,104,530.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 129 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 63 CALL ORDER : 129 CONTRACT ID : R -26735-A COUNTIES : VIGO LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 155 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 3,038,565.96 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 141 CONTRACT ID : R -26968-A COUNTIES : HAMILTON LETTING DATE : 10/21/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/19/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B878001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,499,635.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,652,483.48 106.1148% 3 35-1875662 CRIDER & CRIDER, INC. $ 2,658,246.00 106.3453% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,722,209.93 108.9042% 5 35-1609544 SCHUTT-LOOKABILL CO $ 2,745,492.65 109.8357% 6 35-1139301 E & B PAVING, INC. $ 2,747,426.42 109.9131% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,796,800.00 111.8883% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 2,959,678.39 118.4044% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0621010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 459,237.47 100.0000% 2 18-6227744 LUDWIG, R.H. CONSTRUCTION CONDITIONAL BID $ 531,280.59 115.6875% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 593,475.06 129.2305% 4 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 598,411.55 130.3054% 5 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 617,050.70 134.3641% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 631,650.00 137.5432% 7 35-1801998 CLR, INC. $ 671,122.59 146.1384% ==================================================================================================================================== |(1) 35-1673827 |(2) 18-6227744 |(3) 35-1357381 |HENDERSON, H.E., INC. |LUDWIG, R.H. CONSTRUCTION |O'MARA, DAVE CONTRACTOR 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| 12166.04000 12166.04| 7000.00000 7000.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2197.83000 13186.98| 2000.00000 12000.00| 1275.00000 7650.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 17534.00000 17534.00| 15000.00000 15000.00| 29900.00000 29900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13137.43000 13137.43| 10000.00000 10000.00| 11800.00000 11800.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 132.870 m | 13.08000 1737.94| 15.00000 1993.05| 9.15000 1215.76 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 16135.13000 16135.13| 20000.00000 20000.00| 12500.00000 12500.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2039.000 m3 | 6.90000 14069.10| 6.50000 13253.50| 17.75000 36192.25 EXCAVATION, COMMON | | | 0009 203-02070 871.000 m3 | 11.65000 10147.15| 7.00000 6097.00| 19.25000 16766.75 BORROW | | | 0010 205-06931 34.800 Mg | 44.64000 1553.47| 30.00000 1044.00| 41.00000 1426.80 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 32.000 m | 46.61000 1491.52| 15.00000 480.00| 50.00000 1600.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 190.000 m | 8.14000 1546.60| 7.00000 1330.00| 8.70000 1653.00 TEMPORARY SILT FENCE | | | 0013 207-07500 582.000 m2 | 11.53000 6710.46| 5.00000 2910.00| 18.00000 10476.00 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 18-6227744 |(3) 35-1357381 |HENDERSON, H.E., INC. |LUDWIG, R.H. CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-07454 614.300 m3 | 28.85000 17722.56| 40.00000 24572.00| 40.00000 24572.00 STRUCTURE BACKFILL | | | 0015 301-07448 1408.200 Mg | 12.44000 17518.01| 20.00000 28164.00| 15.00000 21123.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 402-07432 134.700 Mg | 75.78000 10207.57| 77.00000 10371.90| 50.00000 6735.00 HMA SURFACE, TYPE A | | | 0017 402-07433 241.000 Mg | 65.31000 15739.71| 67.00000 16147.00| 52.00000 12532.00 HMA SURFACE, TYPE B | | | 0018 402-07438 723.100 Mg | 38.54000 27868.27| 40.00000 28924.00| 41.00000 29647.10 HMA INTERMEDIATE, TYPE B | | | 0019 402-07440 404.000 Mg | 50.44000 20377.76| 52.00000 21008.00| 39.00000 15756.00 HMA BASE, TYPE A | | | 0020 402-07441 109.500 Mg | 56.57000 6194.42| 59.00000 6460.50| 49.50000 5420.25 HMA BASE, TYPE B | | | 0021 402-07453 79.200 Mg | 140.70000 11143.44| 92.00000 7286.40| 118.00000 9345.60 HMA FOR TEMPORARY PAVEMENT | | | 0022 405-05517 4.600 Mg | 458.35000 2108.41| 500.00000 2300.00| 420.00000 1932.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 1.900 Mg | 289.43000 549.92| 300.00000 570.00| 220.00000 418.00 ASPHALT FOR TACK COAT | | | 0024 601-01846 1.000 EACH| 1699.50000 1699.50| 1700.00000 1700.00| 1815.00000 1815.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-02636 60.960 m | 54.59000 3327.81| 61.00000 3718.56| 58.50000 3566.16 GUARDRAIL, W BEAM, NESTED | | | 0026 601-04746 4.000 EACH| 5793.75000 23175.00| 6000.00000 24000.00| 6200.00000 24800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0027 601-94689 3.000 EACH| 1957.00000 5871.00| 2100.00000 6300.00| 2090.00000 6270.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 154.305 m | 30.90000 4768.02| 35.00000 5400.68| 33.00000 5092.07 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06639 96.000 m | 43.42000 4168.32| 100.00000 9600.00| 82.00000 7872.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06646 265.000 m | 42.05000 11143.25| 100.00000 26500.00| 75.00000 19875.00 TEMPORARY CONCRETE BARRIER | | | 0031 610-07486 16.900 Mg | 109.56000 1851.56| 92.00000 1554.80| 165.00000 2788.50 HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 2.000 EACH| 180.25000 360.50| 200.00000 400.00| 193.00000 386.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 10.000 EACH| 113.30000 1133.00| 200.00000 2000.00| 121.00000 1210.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 18-6227744 |(3) 35-1357381 |HENDERSON, H.E., INC. |LUDWIG, R.H. CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-06505 2.000 EACH| 468.65000 937.30| 600.00000 1200.00| 500.00000 1000.00 MONUMENT, B | | | 0035 616-02320 395.600 m2 | 3.09000 1222.40| 5.00000 1978.00| 4.00000 1582.40 GEOTEXTILES | | | 0036 616-05688 281.000 Mg | 23.09000 6488.29| 25.00000 7025.00| 50.00000 14050.00 RIPRAP, CLASS 1 | | | 0037 616-06405 176.400 Mg | 25.52000 4501.73| 25.00000 4410.00| 23.00000 4057.20 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 927.00000 927.00| 770.00000 770.00| 990.00000 990.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01597 46.000 m2 | 3.46000 159.16| 3.10000 142.60| 3.70000 170.20 EROSION CONTROL, MAT | | | 0040 621-01660 3840.000 m2 | 0.41000 1574.40| 0.58000 2227.20| 0.45000 1728.00 MULCHED SEEDING, LEGUME, 2 | | | 0041 621-06545 0.100 Mg | 642.72000 64.27| 900.00000 90.00| 687.00000 68.70 FERTILIZER | | | 0042 621-06548 4.200 kg | 56.65000 237.93| 90.00000 378.00| 60.50000 254.10 SEED MIXTURE, CV | | | 0043 621-06553 72.300 kg | 6.77000 489.47| 11.00000 795.30| 7.25000 524.18 SEED MIXTURE, R | | | 0044 621-06565 1.700 Mg | 490.28000 833.48| 690.00000 1173.00| 525.00000 892.50 MULCHING MATERIAL | | | 0045 621-06567 16.900 kL | 1.03000 17.41| 1.00000 16.90| 1.10000 18.59 WATER | | | 0046 621-06574 932.600 m2 | 7.67000 7153.04| 5.00000 4663.00| 8.20000 7647.32 SODDING | | | 0047 621-52448 4.000 EACH| 25.75000 103.00| 35.00000 140.00| 27.00000 108.00 SIGN, DO NOT SPRAY | | | 0048 622-98200 4.000 EACH| 25.75000 103.00| 35.00000 140.00| 28.00000 112.00 SIGN, DO NOT DISTURB | | | 0049 714-06660 50.500 m2 | 118.00000 5959.00| 688.00000 34744.00| 820.00000 41410.00 WINGWALL | | | 0050 715-05048 30.000 m | 14.42000 432.60| 10.00000 300.00| 49.00000 1470.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05049 30.000 m | 14.94000 448.20| 14.00000 420.00| 52.50000 1575.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0052 715-05051 30.000 m | 15.47000 464.10| 17.00000 510.00| 65.00000 1950.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0053 715-05173 18.000 m | 103.66000 1865.88| 70.00000 1260.00| 112.00000 2016.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 18-6227744 |(3) 35-1357381 |HENDERSON, H.E., INC. |LUDWIG, R.H. CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46020 2.000 EACH| 207.89000 415.78| 300.00000 600.00| 385.00000 770.00 PIPE END SECTION, 600 mm | | | 0055 723-07659 20.800 m | 4523.83000 94095.66| 3663.00000 76190.40| 4450.00000 92560.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | 0056 801-06203 1606.600 m | 0.52000 835.43| 1.00000 1606.60| 0.45000 722.97 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06539 LUMP| 15000.00000 15000.00| 35000.00000 35000.00| 29500.00000 29500.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0058 801-06640 18.000 EACH| 69.53000 1251.54| 200.00000 3600.00| 102.00000 1836.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 4.000 EACH| 30.90000 123.60| 200.00000 800.00| 55.00000 220.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 5598.04000 5598.04| 5000.00000 5000.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0061 801-07119 14.400 m | 24.63000 354.67| 50.00000 720.00| 40.25000 579.60 BARRICADE, III-B | | | 0062 801-97643 259.000 m | 14.88000 3853.92| 60.00000 15540.00| 54.00000 13986.00 TEMPORARY BUZZ STRIPS | | | 0063 802-05701 9.800 m | 32.19000 315.46| 40.00000 392.00| 34.50000 338.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-99045 2.000 EACH| 56.65000 113.30| 70.00000 140.00| 60.50000 121.00 SIGN REMOUNTING | | | 0065 804-06725 9.000 EACH| 18.54000 166.86| 28.00000 252.00| 20.00000 180.00 DELINEATOR WITH POST, D1, 75 mm | | | 0066 808-06703 780.000 m | 1.18000 920.40| 2.00000 1560.00| 1.70000 1326.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0067 808-06716 1157.600 m | 1.52000 1759.55| 2.00000 2315.20| 1.10000 1273.36 LINE, REMOVE | | | 0068 808-75240 98.000 m | 1.29000 126.42| 2.00000 196.00| 1.70000 166.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0069 808-75245 235.000 m | 1.18000 277.30| 2.00000 470.00| 1.70000 399.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0070 808-75998 17.000 EACH| 61.75000 1049.75| 200.00000 3400.00| 74.00000 1258.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 306-08043 202.000 m2 | 13.14000 2654.28| 15.00000 3030.00| 13.75000 2777.50 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 18-6227744 |(3) 35-1357381 |HENDERSON, H.E., INC. |LUDWIG, R.H. CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 459,237.47| $ 531,280.59| $ 593,475.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 459,237.47| $ 531,280.59| $ 593,475.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 |(5) 35-1381845 |(6) 35-0918397 |HERITAGE INDUSTRIAL SERVICES|HARVEY, GEORGE R. & SON, INC|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| 7800.00000 7800.00| 10000.00000 10000.00| 7600.00000 7600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1450.00000 8700.00| 1500.00000 9000.00| 2300.00000 13800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 29866.00000 29866.00| 31000.00000 31000.00| 32700.00000 32700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11910.00000 11910.00| 27500.00000 27500.00| 19000.00000 19000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 132.870 m | 8.50000 1129.40| 10.00000 1328.70| 8.30000 1102.82 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 7100.00000 7100.00| 50000.00000 50000.00| 25301.32000 25301.32 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2039.000 m3 | 19.11000 38965.29| 15.00000 30585.00| 20.00000 40780.00 EXCAVATION, COMMON | | | 0009 203-02070 871.000 m3 | 24.89000 21679.19| 15.00000 13065.00| 21.00000 18291.00 BORROW | | | 0010 205-06931 34.800 Mg | 29.00000 1009.20| 30.00000 1044.00| 31.00000 1078.80 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 32.000 m | 32.00000 1024.00| 36.25000 1160.00| 31.50000 1008.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 190.000 m | 7.25000 1377.50| 8.05000 1529.50| 7.00000 1330.00 TEMPORARY SILT FENCE | | | 0013 207-07500 582.000 m2 | 13.63000 7932.66| 16.50000 9603.00| 11.50000 6693.00 SUBGRADE TREATMENT, TYPE C | | | 0014 211-07454 614.300 m3 | 38.37000 23570.69| 24.50000 15050.35| 79.00000 48529.70 STRUCTURE BACKFILL | | | 0015 301-07448 1408.200 Mg | 14.84000 20897.69| 18.00000 25347.60| 22.00000 30980.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 402-07432 134.700 Mg | 72.66000 9787.30| 80.85000 10890.50| 70.66000 9517.90 HMA SURFACE, TYPE A | | | 0017 402-07433 241.000 Mg | 63.78000 15370.98| 70.65000 17026.65| 61.78000 14888.98 HMA SURFACE, TYPE B | | | 0018 402-07438 723.100 Mg | 38.87000 28106.90| 42.20000 30514.82| 36.87000 26660.70 HMA INTERMEDIATE, TYPE B | | | 0019 402-07440 404.000 Mg | 50.00000 20200.00| 54.90000 22179.60| 48.00000 19392.00 HMA BASE, TYPE A | | | 0020 402-07441 109.500 Mg | 56.92000 6232.74| 62.80000 6876.60| 54.92000 6013.74 HMA BASE, TYPE B | | | 0021 402-07453 79.200 Mg | 86.26000 6831.79| 120.00000 9504.00| 84.26000 6673.39 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 |(5) 35-1381845 |(6) 35-0918397 |HERITAGE INDUSTRIAL SERVICES|HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 405-05517 4.600 Mg | 465.00000 2139.00| 510.00000 2346.00| 445.00000 2047.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 1.900 Mg | 290.00000 551.00| 320.00000 608.00| 281.00000 533.90 ASPHALT FOR TACK COAT | | | 0024 601-01846 1.000 EACH| 1700.00000 1700.00| 1900.00000 1900.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-02636 60.960 m | 54.00000 3291.84| 60.00000 3657.60| 53.00000 3230.88 GUARDRAIL, W BEAM, NESTED | | | 0026 601-04746 4.000 EACH| 5700.00000 22800.00| 6470.00000 25880.00| 5625.00000 22500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0027 601-94689 3.000 EACH| 2100.00000 6300.00| 2185.00000 6555.00| 1900.00000 5700.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 154.305 m | 31.00000 4783.46| 34.50000 5323.52| 30.00000 4629.15 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06639 96.000 m | 134.53000 12914.88| 110.00000 10560.00| 108.00000 10368.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06646 265.000 m | 127.83000 33874.95| 85.00000 22525.00| 97.00000 25705.00 TEMPORARY CONCRETE BARRIER | | | 0031 610-07486 16.900 Mg | 86.26000 1457.79| 97.00000 1639.30| 84.26000 1423.99 HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 10.000 EACH| 115.00000 1150.00| 126.50000 1265.00| 110.00000 1100.00 RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH| 460.00000 920.00| 525.00000 1050.00| 455.00000 910.00 MONUMENT, B | | | 0035 616-02320 395.600 m2 | 2.66000 1052.30| 3.50000 1384.60| 3.00000 1186.80 GEOTEXTILES | | | 0036 616-05688 281.000 Mg | 28.38000 7974.78| 22.00000 6182.00| 31.00000 8711.00 RIPRAP, CLASS 1 | | | 0037 616-06405 176.400 Mg | 19.85000 3501.54| 22.00000 3880.80| 27.00000 4762.80 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 550.00000 550.00| 627.00000 627.00| 545.00000 545.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01597 46.000 m2 | 1.60000 73.60| 1.78000 81.88| 1.55000 71.30 EROSION CONTROL, MAT | | | 0040 621-01660 3840.000 m2 | 0.39000 1497.60| 0.44000 1689.60| 0.38000 1459.20 MULCHED SEEDING, LEGUME, 2 | | | 0041 621-06545 0.100 Mg | 400.00000 40.00| 450.00000 45.00| 390.00000 39.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 |(5) 35-1381845 |(6) 35-0918397 |HERITAGE INDUSTRIAL SERVICES|HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 621-06548 4.200 kg | 74.00000 310.80| 84.00000 352.80| 73.00000 306.60 SEED MIXTURE, CV | | | 0043 621-06553 72.300 kg | 6.45000 466.34| 7.25000 524.18| 6.32000 456.94 SEED MIXTURE, R | | | 0044 621-06565 1.700 Mg | 435.00000 739.50| 495.00000 841.50| 430.00000 731.00 MULCHING MATERIAL | | | 0045 621-06567 16.900 kL | 0.55000 9.30| 0.70000 11.83| 0.55000 9.30 WATER | | | 0046 621-06574 932.600 m2 | 3.95000 3683.77| 4.50000 4196.70| 3.90000 3637.14 SODDING | | | 0047 621-52448 4.000 EACH| 28.50000 114.00| 32.20000 128.80| 28.00000 112.00 SIGN, DO NOT SPRAY | | | 0048 622-98200 4.000 EACH| 28.50000 114.00| 32.20000 128.80| 28.00000 112.00 SIGN, DO NOT DISTURB | | | 0049 714-06660 50.500 m2 | 631.57000 31894.29| 790.00000 39895.00| 350.00000 17675.00 WINGWALL | | | 0050 715-05048 30.000 m | 32.25000 967.50| 30.00000 900.00| 30.00000 900.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05049 30.000 m | 36.89000 1106.70| 35.00000 1050.00| 31.00000 930.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0052 715-05051 30.000 m | 41.78000 1253.40| 40.00000 1200.00| 34.00000 1020.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0053 715-05173 18.000 m | 123.66000 2225.88| 120.00000 2160.00| 120.00000 2160.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0054 715-46020 2.000 EACH| 470.02000 940.04| 350.00000 700.00| 350.00000 700.00 PIPE END SECTION, 600 mm | | | 0055 723-07659 20.800 m | 6956.58000 144696.86| 4340.00000 90272.00| 5800.00000 120640.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | 0056 801-06203 1606.600 m | 0.51000 819.37| 0.58000 931.83| 0.50000 803.30 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06539 LUMP| 17000.00000 17000.00| 30000.00000 30000.00| 28000.00000 28000.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0058 801-06640 18.000 EACH| 68.00000 1224.00| 77.60000 1396.80| 67.50000 1215.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 4.000 EACH| 31.00000 124.00| 34.50000 138.00| 30.00000 120.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 2741.83000 2741.83| 8000.00000 8000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0061 801-07119 14.400 m | 24.00000 345.60| 27.50000 396.00| 23.91000 344.30 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 |(5) 35-1381845 |(6) 35-0918397 |HERITAGE INDUSTRIAL SERVICES|HARVEY, GEORGE R. & SON, INC|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-97643 259.000 m | 14.50000 3755.50| 16.60000 4299.40| 14.45000 3742.55 TEMPORARY BUZZ STRIPS | | | 0063 802-05701 9.800 m | 32.00000 313.60| 36.00000 352.80| 14.50000 142.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-99045 2.000 EACH| 55.00000 110.00| 63.25000 126.50| 120.00000 240.00 SIGN REMOUNTING | | | 0065 804-06725 9.000 EACH| 18.50000 166.50| 20.70000 186.30| 35.00000 315.00 DELINEATOR WITH POST, D1, 75 mm | | | 0066 808-06703 780.000 m | 1.16000 904.80| 1.32000 1029.60| 1.15000 897.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0067 808-06716 1157.600 m | 1.50000 1736.40| 1.70000 1967.92| 1.48000 1713.25 LINE, REMOVE | | | 0068 808-75240 98.000 m | 1.30000 127.40| 1.44000 141.12| 1.25000 122.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0069 808-75245 235.000 m | 1.20000 282.00| 1.32000 310.20| 1.15000 270.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0070 808-75998 17.000 EACH| 61.00000 1037.00| 69.00000 1173.00| 60.00000 1020.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 306-08043 202.000 m2 | 13.55000 2737.10| 17.00000 3434.00| 25.00000 5050.00 MILLING, TRANSITION | | | SECTION TOTALS | $ 598,411.55| $ 617,050.70| $ 631,650.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 598,411.55| $ 617,050.70| $ 631,650.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 | | |CLR, 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| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2900.00000 17400.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 33050.00000 33050.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13220.00000 13220.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 132.870 m | 17.00000 2258.79| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 33500.00000 33500.00| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2039.000 m3 | 10.00000 20390.00| | EXCAVATION, COMMON | | | 0009 203-02070 871.000 m3 | 18.00000 15678.00| | BORROW | | | 0010 205-06931 34.800 Mg | 47.00000 1635.60| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 32.000 m | 37.00000 1184.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 190.000 m | 7.00000 1330.00| | TEMPORARY SILT FENCE | | | 0013 207-07500 582.000 m2 | 27.00000 15714.00| | SUBGRADE TREATMENT, TYPE C | | | 0014 211-07454 614.300 m3 | 30.00000 18429.00| | STRUCTURE BACKFILL | | | 0015 301-07448 1408.200 Mg | 12.50000 17602.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 402-07432 134.700 Mg | 67.00000 9024.90| | HMA SURFACE, TYPE A | | | 0017 402-07433 241.000 Mg | 65.00000 15665.00| | HMA SURFACE, TYPE B | | | 0018 402-07438 723.100 Mg | 46.00000 33262.60| | HMA INTERMEDIATE, TYPE B | | | 0019 402-07440 404.000 Mg | 53.00000 21412.00| | HMA BASE, TYPE A | | | 0020 402-07441 109.500 Mg | 61.00000 6679.50| | HMA BASE, TYPE B | | | 0021 402-07453 79.200 Mg | 141.00000 11167.20| | HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 405-05517 4.600 Mg | 450.00000 2070.00| | ASPHALT FOR PRIME COAT | | | 0023 406-05520 1.900 Mg | 250.00000 475.00| | ASPHALT FOR TACK COAT | | | 0024 601-01846 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-02636 60.960 m | 51.00000 3108.96| | GUARDRAIL, W BEAM, NESTED | | | 0026 601-04746 4.000 EACH| 3800.00000 15200.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0027 601-94689 3.000 EACH| 2900.00000 8700.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 154.305 m | 48.00000 7406.64| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06639 96.000 m | 59.00000 5664.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06646 265.000 m | 50.00000 13250.00| | TEMPORARY CONCRETE BARRIER | | | 0031 610-07486 16.900 Mg | 245.00000 4140.50| | HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 2.000 EACH| 140.00000 280.00| | MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 10.000 EACH| 105.00000 1050.00| | RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH| 550.00000 1100.00| | MONUMENT, B | | | 0035 616-02320 395.600 m2 | 5.00000 1978.00| | GEOTEXTILES | | | 0036 616-05688 281.000 Mg | 29.00000 8149.00| | RIPRAP, CLASS 1 | | | 0037 616-06405 176.400 Mg | 27.00000 4762.80| | RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 600.00000 600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01597 46.000 m2 | 8.00000 368.00| | EROSION CONTROL, MAT | | | 0040 621-01660 3840.000 m2 | 0.42000 1612.80| | MULCHED SEEDING, LEGUME, 2 | | | 0041 621-06545 0.100 Mg | 2900.00000 290.00| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 621-06548 4.200 kg | 80.00000 336.00| | SEED MIXTURE, CV | | | 0043 621-06553 72.300 kg | 12.00000 867.60| | SEED MIXTURE, R | | | 0044 621-06565 1.700 Mg | 800.00000 1360.00| | MULCHING MATERIAL | | | 0045 621-06567 16.900 kL | 0.01000 0.17| | WATER | | | 0046 621-06574 932.600 m2 | 4.50000 4196.70| | SODDING | | | 0047 621-52448 4.000 EACH| 32.00000 128.00| | SIGN, DO NOT SPRAY | | | 0048 622-98200 4.000 EACH| 32.00000 128.00| | SIGN, DO NOT DISTURB | | | 0049 714-06660 50.500 m2 | 950.00000 47975.00| | WINGWALL | | | 0050 715-05048 30.000 m | 15.00000 450.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05049 30.000 m | 20.00000 600.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0052 715-05051 30.000 m | 25.00000 750.00| | PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0053 715-05173 18.000 m | 115.00000 2070.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0054 715-46020 2.000 EACH| 300.00000 600.00| | PIPE END SECTION, 600 mm | | | 0055 723-07659 20.800 m | 8185.00000 170248.00| | STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | 0056 801-06203 1606.600 m | 1.02000 1638.73| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06539 LUMP| 29000.00000 29000.00| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0058 801-06640 18.000 EACH| 88.00000 1584.00| | CONSTRUCTION SIGN, A | | | 0059 801-06645 4.000 EACH| 100.00000 400.00| | CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 12000.00000 12000.00| | MAINTAINING TRAFFIC | | | 0061 801-07119 14.400 m | 75.00000 1080.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 147 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 567,121.79 ROUTE : 46 CALL ORDER : 147 CONTRACT ID : R -27003-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-97643 259.000 m | 17.00000 4403.00| | TEMPORARY BUZZ STRIPS | | | 0063 802-05701 9.800 m | 36.00000 352.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-99045 2.000 EACH| 58.50000 117.00| | SIGN REMOUNTING | | | 0065 804-06725 9.000 EACH| 25.00000 225.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0066 808-06703 780.000 m | 1.40000 1092.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0067 808-06716 1157.600 m | 3.00000 3472.80| | LINE, REMOVE | | | 0068 808-75240 98.000 m | 3.50000 343.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0069 808-75245 235.000 m | 2.00000 470.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0070 808-75998 17.000 EACH| 94.00000 1598.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 306-08043 202.000 m2 | 14.00000 2828.00| | MILLING, TRANSITION | | | SECTION TOTALS | $ 671,122.59| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 671,122.59| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4260011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 340,874.56 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 341,576.21 100.2058% 3 18-6227744 LUDWIG, R.H. CONSTRUCTION $ 387,785.14 113.7618% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 395,121.82 115.9141% 5 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 398,880.23 117.0167% 6 35-1801998 CLR, INC. $ 399,736.87 117.2680% 7 35-1310611 DUNCAN ROBERTSON INC $ 399,941.02 117.3279% 8 35-0918397 RIETH RILEY CONSTRUCTION $ 455,000.00 133.4801% 9 35-0999231 HUNT PAVING COMPANY, INC. $ 515,729.93 151.2961% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1357381 |(3) 18-6227744 |HENDERSON, H.E., INC. |O'MARA, DAVE CONTRACTOR |LUDWIG, R.H. 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| 8372.43000 8372.43| 5300.00000 5300.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2318.41000 11592.05| 1375.00000 6875.00| 2000.00000 10000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 18879.95000 18879.95| 17000.00000 17000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21685.72000 21685.72| 10000.00000 10000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 826.000 m2 | 5.18000 4278.68| 1.00000 826.00| 5.00000 4130.00 PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 9879.07000 9879.07| 5000.00000 5000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2719.000 m3 | 6.15000 16721.85| 13.00000 35347.00| 7.90000 21480.10 EXCAVATION, COMMON | | | 0009 203-02010 200.000 m3 | 40.38000 8076.00| 78.00000 15600.00| 200.00000 40000.00 EXCAVATION, ROCK | | | 0010 205-06931 91.200 Mg | 27.82000 2537.18| 34.00000 3100.80| 22.00000 2006.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 281.000 m | 6.57000 1846.17| 7.00000 1967.00| 8.00000 2248.00 TEMPORARY SILT FENCE | | | 0012 207-07502 1502.000 m2 | 6.73000 10108.46| 7.15000 10739.30| 6.00000 9012.00 SUBGRADE TREATMENT, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1357381 |(3) 18-6227744 |HENDERSON, H.E., INC. |O'MARA, DAVE CONTRACTOR |LUDWIG, R.H. CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-07454 307.500 m3 | 31.70000 9747.75| 37.00000 11377.50| 40.00000 12300.00 STRUCTURE BACKFILL | | | 0014 301-07448 699.200 Mg | 14.11000 9865.71| 14.30000 9998.56| 20.00000 13984.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 179.200 Mg | 66.10000 11845.12| 44.00000 7884.80| 70.00000 12544.00 HMA SURFACE, TYPE A | | | 0016 402-07435 413.700 Mg | 55.59000 22997.58| 38.00000 15720.60| 60.00000 24822.00 HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 586.100 Mg | 52.18000 30582.70| 43.00000 25202.30| 55.00000 32235.50 HMA BASE, TYPE A | | | 0018 404-05511 643.000 m2 | 9.32000 5992.76| 5.00000 3215.00| 10.00000 6430.00 SEAL COAT, 2 | | | 0019 405-05518 643.000 m2 | 0.10000 64.30| 0.85000 546.55| 0.20000 128.60 ASPHALT FOR PRIME COAT | | | 0020 406-05521 5036.000 m2 | 0.05000 251.80| 0.05000 251.80| 0.10000 503.60 ASPHALT FOR TACK COAT | | | 0021 601-01846 1.000 EACH| 1545.00000 1545.00| 1650.00000 1650.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-94689 3.000 EACH| 1879.75000 5639.25| 2007.00000 6021.00| 2000.00000 6000.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 211.500 m | 30.59000 6469.79| 32.75000 6926.63| 31.00000 6556.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 615-06490 15.000 EACH| 168.92000 2533.80| 180.00000 2700.00| 200.00000 3000.00 RIGHT OF WAY MARKER | | | 0026 615-06505 4.000 EACH| 458.35000 1833.40| 490.00000 1960.00| 600.00000 2400.00 MONUMENT, B | | | 0027 616-02320 627.000 m2 | 2.22000 1391.94| 3.10000 1943.70| 3.00000 1881.00 GEOTEXTILES | | | 0028 616-05688 49.700 Mg | 17.57000 873.23| 36.00000 1789.20| 25.00000 1242.50 RIPRAP, CLASS 1 | | | 0029 616-06405 462.800 Mg | 20.51000 9492.03| 22.50000 10413.00| 25.00000 11570.00 RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 927.00000 927.00| 990.00000 990.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01371 19.400 kg | 14.76000 286.34| 15.75000 305.55| 12.00000 232.80 SEED MIXTURE, LEGUME, 2 | | | 0032 621-01597 21.000 m2 | 3.46000 72.66| 3.70000 77.70| 3.40000 71.40 EROSION CONTROL, MAT | | | 0033 621-06545 0.100 Mg | 701.43000 70.14| 750.00000 75.00| 900.00000 90.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1357381 |(3) 18-6227744 |HENDERSON, H.E., INC. |O'MARA, DAVE CONTRACTOR |LUDWIG, R.H. CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06548 4.200 kg | 56.65000 237.93| 60.50000 254.10| 70.00000 294.00 SEED MIXTURE, CV | | | 0035 621-06553 53.300 kg | 7.39000 393.89| 7.89000 420.54| 9.45000 503.69 SEED MIXTURE, R | | | 0036 621-06565 1.300 Mg | 534.57000 694.94| 570.00000 741.00| 600.00000 780.00 MULCHING MATERIAL | | | 0037 621-06567 6.600 kL | 1.03000 6.80| 1.10000 7.26| 1.00000 6.60 WATER | | | 0038 621-06574 366.700 m2 | 11.48000 4209.72| 12.30000 4510.41| 5.50000 2016.85 SODDING | | | 0039 621-52448 4.000 EACH| 25.75000 103.00| 27.00000 108.00| 32.00000 128.00 SIGN, DO NOT SPRAY | | | 0040 622-98200 4.000 EACH| 25.75000 103.00| 27.00000 108.00| 30.00000 120.00 SIGN, DO NOT DISTURB | | | 0041 714-03437 17.800 m2 | 1076.03000 19153.33| 1150.00000 20470.00| 675.00000 12015.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0042 715-05019 20.000 m | 127.70000 2554.00| 212.00000 4240.00| 120.00000 2400.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0043 715-05048 30.000 m | 14.28000 428.40| 47.00000 1410.00| 10.00000 300.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05049 30.000 m | 18.17000 545.10| 51.00000 1530.00| 12.00000 360.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0045 715-05051 30.000 m | 22.26000 667.80| 63.00000 1890.00| 15.00000 450.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0046 715-05125 21.000 m | 110.73000 2325.33| 187.00000 3927.00| 125.00000 2625.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0047 715-46030 2.000 EACH| 210.72000 421.44| 450.00000 900.00| 300.00000 600.00 PIPE END SECTION, 750 mm | | | 0048 715-46040 2.000 EACH| 382.02000 764.04| 640.00000 1280.00| 400.00000 800.00 PIPE END SECTION, 900 mm | | | 0050 801-04308 4.000 EACH| 144.20000 576.80| 215.00000 860.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 21.000 EACH| 97.85000 2054.85| 72.00000 1512.00| 200.00000 4200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 20.000 EACH| 69.53000 1390.60| 83.00000 1660.00| 200.00000 4000.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 4023.04000 4023.04| 5000.00000 5000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0054 801-07118 28.800 m | 24.63000 709.34| 31.00000 892.80| 50.00000 1440.00 BARRICADE, III-A | | | 0055 801-07119 10.800 m | 24.63000 266.00| 34.00000 367.20| 50.00000 540.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1357381 |(3) 18-6227744 |HENDERSON, H.E., INC. |O'MARA, DAVE CONTRACTOR |LUDWIG, R.H. CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 802-76055 8.600 m | 13.91000 119.63| 14.85000 127.71| 26.00000 223.60 SIGN POST, A | | | 0057 802-96915 LUMP| 164.80000 164.80| 176.00000 176.00| 300.00000 300.00 SIGN, RELOCATE | | | 0058 804-06725 9.000 EACH| 18.54000 166.86| 19.80000 178.20| 36.00000 324.00 DELINEATOR WITH POST, D1, 75 mm | | | 0059 808-06703 640.000 m | 1.18000 755.20| 1.40000 896.00| 2.00000 1280.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0060 808-75245 640.000 m | 1.18000 755.20| 1.40000 896.00| 2.00000 1280.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0061 808-75996 14.000 EACH| 21.00000 294.00| 23.00000 322.00| 50.00000 700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 14.000 EACH| 77.25000 1081.50| 92.00000 1288.00| 200.00000 2800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 306-08043 164.000 m2 | 15.11000 2478.04| 15.00000 2460.00| 15.00000 2460.00 MILLING, TRANSITION | | | 0064 601-06854 2.000 EACH| 1617.10000 3234.20| 1725.00000 3450.00| 3000.00000 6000.00 GUARDRAIL, W-BEAM, NESTED | | | 0065 723-08056 15.100 m | 3558.67000 53735.92| 3900.00000 58890.00| 3700.00000 55870.00 STRUCTURE, PRECAST THREE-SIDED, 4800 mm | | | X 1520 mm | | | SECTION TOTALS | $ 340,874.56| $ 341,576.21| $ 387,785.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 340,874.56| $ 341,576.21| $ 387,785.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-2031359 |(6) 35-1801998 |HARVEY, GEORGE R. & SON, INC|HERITAGE INDUSTRIAL SERVICES|CLR, 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| 7500.00000 7500.00| 5000.00000 5000.00| 11500.00000 11500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1500.00000 7500.00| 1450.00000 7250.00| 2900.00000 14500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 19500.00000 19500.00| 19940.00000 19940.00| 19800.00000 19800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| 7700.00000 7700.00| 11880.00000 11880.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 826.000 m2 | 6.00000 4956.00| 10.41000 8598.66| 2.00000 1652.00 PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 15000.00000 15000.00| 7600.00000 7600.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2719.000 m3 | 15.00000 40785.00| 18.02000 48996.38| 10.00000 27190.00 EXCAVATION, COMMON | | | 0009 203-02010 200.000 m3 | 100.00000 20000.00| 50.00000 10000.00| 97.00000 19400.00 EXCAVATION, ROCK | | | 0010 205-06931 91.200 Mg | 30.00000 2736.00| 28.00000 2553.60| 17.00000 1550.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 281.000 m | 6.60000 1854.60| 6.00000 1686.00| 6.50000 1826.50 TEMPORARY SILT FENCE | | | 0012 207-07502 1502.000 m2 | 7.25000 10889.50| 6.83000 10258.66| 6.50000 9763.00 SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 307.500 m3 | 30.00000 9225.00| 43.30000 13314.75| 29.00000 8917.50 STRUCTURE BACKFILL | | | 0014 301-07448 699.200 Mg | 18.00000 12585.60| 15.71000 10984.43| 15.00000 10488.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 179.200 Mg | 72.40000 12974.08| 62.00000 11110.40| 59.00000 10572.80 HMA SURFACE, TYPE A | | | 0016 402-07435 413.700 Mg | 61.90000 25608.03| 51.54000 21322.10| 49.00000 20271.30 HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 586.100 Mg | 58.40000 34228.24| 67.85000 39766.89| 48.00000 28132.80 HMA BASE, TYPE A | | | 0018 404-05511 643.000 m2 | 10.60000 6815.80| 4.50000 2893.50| 5.00000 3215.00 SEAL COAT, 2 | | | 0019 405-05518 643.000 m2 | 0.12000 77.16| 1.25000 803.75| 0.90000 578.70 ASPHALT FOR PRIME COAT | | | 0020 406-05521 5036.000 m2 | 0.06000 302.16| 0.09000 453.24| 0.05000 251.80 ASPHALT FOR TACK COAT | | | 0021 601-01846 1.000 EACH| 1725.00000 1725.00| 1550.00000 1550.00| 1675.00000 1675.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-2031359 |(6) 35-1801998 |HARVEY, GEORGE R. & SON, INC|HERITAGE INDUSTRIAL SERVICES|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 601-94689 3.000 EACH| 2100.00000 6300.00| 1850.00000 5550.00| 2050.00000 6150.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 211.500 m | 34.16000 7224.84| 30.20000 6387.30| 34.00000 7191.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 615-06490 15.000 EACH| 190.00000 2850.00| 170.00000 2550.00| 185.00000 2775.00 RIGHT OF WAY MARKER | | | 0026 615-06505 4.000 EACH| 512.00000 2048.00| 450.00000 1800.00| 495.00000 1980.00 MONUMENT, B | | | 0027 616-02320 627.000 m2 | 3.50000 2194.50| 2.21000 1385.67| 4.00000 2508.00 GEOTEXTILES | | | 0028 616-05688 49.700 Mg | 25.00000 1242.50| 29.08000 1445.28| 50.00000 2485.00 RIPRAP, CLASS 1 | | | 0029 616-06405 462.800 Mg | 20.00000 9256.00| 28.62000 13245.34| 23.00000 10644.40 RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 615.00000 615.00| 550.00000 550.00| 595.00000 595.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01371 19.400 kg | 13.35000 258.99| 11.80000 228.92| 25.00000 485.00 SEED MIXTURE, LEGUME, 2 | | | 0032 621-01597 21.000 m2 | 2.00000 42.00| 1.60000 33.60| 8.00000 168.00 EROSION CONTROL, MAT | | | 0033 621-06545 0.100 Mg | 450.00000 45.00| 400.00000 40.00| 2900.00000 290.00 FERTILIZER | | | 0034 621-06548 4.200 kg | 83.00000 348.60| 73.00000 306.60| 85.00000 357.00 SEED MIXTURE, CV | | | 0035 621-06553 53.300 kg | 7.60000 405.08| 6.80000 362.44| 15.00000 799.50 SEED MIXTURE, R | | | 0036 621-06565 1.300 Mg | 495.00000 643.50| 435.00000 565.50| 850.00000 1105.00 MULCHING MATERIAL | | | 0037 621-06567 6.600 kL | 1.00000 6.60| 0.55000 3.63| 0.01000 0.07 WATER | | | 0038 621-06574 366.700 m2 | 5.20000 1906.84| 4.65000 1705.16| 5.00000 1833.50 SODDING | | | 0039 621-52448 4.000 EACH| 32.20000 128.80| 29.00000 116.00| 32.00000 128.00 SIGN, DO NOT SPRAY | | | 0040 622-98200 4.000 EACH| 32.20000 128.80| 29.00000 116.00| 32.00000 128.00 SIGN, DO NOT DISTURB | | | 0041 714-03437 17.800 m2 | 1000.00000 17800.00| 913.35000 16257.63| 1300.00000 23140.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0042 715-05019 20.000 m | 160.00000 3200.00| 210.89000 4217.80| 200.00000 4000.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-2031359 |(6) 35-1801998 |HARVEY, GEORGE R. & SON, INC|HERITAGE INDUSTRIAL SERVICES|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 715-05048 30.000 m | 30.00000 900.00| 26.00000 780.00| 15.00000 450.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05049 30.000 m | 35.00000 1050.00| 31.00000 930.00| 20.00000 600.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0045 715-05051 30.000 m | 40.00000 1200.00| 34.00000 1020.00| 25.00000 750.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0046 715-05125 21.000 m | 150.00000 3150.00| 186.14000 3908.94| 120.00000 2520.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0047 715-46030 2.000 EACH| 250.00000 500.00| 588.41000 1176.82| 275.00000 550.00 PIPE END SECTION, 750 mm | | | 0048 715-46040 2.000 EACH| 450.00000 900.00| 848.72000 1697.44| 375.00000 750.00 PIPE END SECTION, 900 mm | | | 0050 801-04308 4.000 EACH| 161.00000 644.00| 145.00000 580.00| 175.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 21.000 EACH| 110.00000 2310.00| 100.00000 2100.00| 105.00000 2205.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 20.000 EACH| 78.00000 1560.00| 69.00000 1380.00| 75.00000 1500.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 3500.00000 3500.00| 1564.41000 1564.41| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0054 801-07118 28.800 m | 27.50000 792.00| 25.00000 720.00| 18.00000 518.40 BARRICADE, III-A | | | 0055 801-07119 10.800 m | 27.50000 297.00| 25.00000 270.00| 27.00000 291.60 BARRICADE, III-B | | | 0056 802-76055 8.600 m | 15.50000 133.30| 14.00000 120.40| 16.00000 137.60 SIGN POST, A | | | 0057 802-96915 LUMP| 200.00000 200.00| 165.00000 165.00| 120.00000 120.00 SIGN, RELOCATE | | | 0058 804-06725 9.000 EACH| 20.70000 186.30| 18.50000 166.50| 30.00000 270.00 DELINEATOR WITH POST, D1, 75 mm | | | 0059 808-06703 640.000 m | 1.40000 896.00| 1.20000 768.00| 1.15000 736.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0060 808-75245 640.000 m | 1.40000 896.00| 1.20000 768.00| 1.15000 736.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0061 808-75996 14.000 EACH| 25.00000 350.00| 50.00000 700.00| 20.00000 280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 14.000 EACH| 86.25000 1207.50| 80.83000 1131.62| 85.00000 1190.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 306-08043 164.000 m2 | 15.00000 2460.00| 15.00000 2460.00| 16.00000 2624.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 |(5) 35-2031359 |(6) 35-1801998 |HARVEY, GEORGE R. & SON, INC|HERITAGE INDUSTRIAL SERVICES|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 601-06854 2.000 EACH| 1805.00000 3610.00| 1600.00000 3200.00| 1570.00000 3140.00 GUARDRAIL, W-BEAM, NESTED | | | 0065 723-08056 15.100 m | 3475.00000 52472.50| 5604.23000 84623.87| 5910.00000 89241.00 STRUCTURE, PRECAST THREE-SIDED, 4800 mm | | | X 1520 mm | | | SECTION TOTALS | $ 395,121.82| $ 398,880.23| $ 399,736.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 395,121.82| $ 398,880.23| $ 399,736.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-0918397 |(9) 35-0999231 |DUNCAN ROBERTSON INC |RIETH RILEY CONSTRUCTION |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| 5000.00000 5000.00| 4800.00000 4800.00| 5040.00000 5040.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1500.00000 7500.00| 2300.00000 11500.00| 1726.33000 8631.65 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 22978.72000 22978.72| 27247.50000 27247.50 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 18800.00000 18800.00| 4224.90000 4224.90 CLEARING RIGHT OF WAY | | | 0005 202-02240 826.000 m2 | 20.00000 16520.00| 13.00000 10738.00| 26.36000 21773.36 PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 18000.00000 18000.00| 3226.61000 3226.61 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 2719.000 m3 | 12.50000 33987.50| 17.00000 46223.00| 32.94000 89563.86 EXCAVATION, COMMON | | | 0009 203-02010 200.000 m3 | 100.00000 20000.00| 100.00000 20000.00| 268.75000 53750.00 EXCAVATION, ROCK | | | 0010 205-06931 91.200 Mg | 22.00000 2006.40| 26.00000 2371.20| 63.25000 5768.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 281.000 m | 5.00000 1405.00| 5.75000 1615.75| 6.70000 1882.70 TEMPORARY SILT FENCE | | | 0012 207-07502 1502.000 m2 | 4.00000 6008.00| 9.00000 13518.00| 12.97000 19480.94 SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 307.500 m3 | 35.00000 10762.50| 75.00000 23062.50| 36.19000 11128.43 STRUCTURE BACKFILL | | | 0014 301-07448 699.200 Mg | 18.00000 12585.60| 24.00000 16780.80| 23.27000 16270.38 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 179.200 Mg | 58.30000 10447.36| 61.00000 10931.20| 55.65000 9972.48 HMA SURFACE, TYPE A | | | 0016 402-07435 413.700 Mg | 48.40000 20023.08| 49.54000 20494.70| 46.20000 19112.94 HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 586.100 Mg | 52.80000 30946.08| 65.85000 38594.69| 50.40000 29539.44 HMA BASE, TYPE A | | | 0018 404-05511 643.000 m2 | 5.50000 3536.50| 4.20000 2700.60| 5.25000 3375.75 SEAL COAT, 2 | | | 0019 405-05518 643.000 m2 | 1.00000 643.00| 1.19000 765.17| 0.95000 610.85 ASPHALT FOR PRIME COAT | | | 0020 406-05521 5036.000 m2 | 0.06000 302.16| 0.08000 402.88| 0.05000 251.80 ASPHALT FOR TACK COAT | | | 0021 601-01846 1.000 EACH| 1650.00000 1650.00| 1500.00000 1500.00| 1779.75000 1779.75 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-0918397 |(9) 35-0999231 |DUNCAN ROBERTSON INC |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 601-94689 3.000 EACH| 2000.00000 6000.00| 1825.00000 5475.00| 2409.75000 7229.25 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 211.500 m | 32.67000 6909.70| 29.70000 6281.55| 38.12000 8062.38 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 615-06490 15.000 EACH| 180.00000 2700.00| 164.00000 2460.00| 99.75000 1496.25 RIGHT OF WAY MARKER | | | 0026 615-06505 4.000 EACH| 490.00000 1960.00| 445.00000 1780.00| 519.75000 2079.00 MONUMENT, B | | | 0027 616-02320 627.000 m2 | 3.50000 2194.50| 3.00000 1881.00| 2.78000 1743.06 GEOTEXTILES | | | 0028 616-05688 49.700 Mg | 25.00000 1242.50| 30.00000 1491.00| 37.80000 1878.66 RIPRAP, CLASS 1 | | | 0029 616-06405 462.800 Mg | 20.00000 9256.00| 21.00000 9718.80| 26.18000 12116.10 RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 737.00000 737.00| 535.00000 535.00| 945.00000 945.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01371 19.400 kg | 10.90000 211.46| 11.60000 225.04| 15.05000 291.97 SEED MIXTURE, LEGUME, 2 | | | 0032 621-01597 21.000 m2 | 31.90000 669.90| 2.00000 42.00| 3.53000 74.13 EROSION CONTROL, MAT | | | 0033 621-06545 0.100 Mg | 891.00000 89.10| 390.00000 39.00| 715.05000 71.51 FERTILIZER | | | 0034 621-06548 4.200 kg | 77.00000 323.40| 72.00000 302.40| 57.75000 242.55 SEED MIXTURE, CV | | | 0035 621-06553 53.300 kg | 10.45000 556.98| 6.60000 351.78| 7.53000 401.35 SEED MIXTURE, R | | | 0036 621-06565 1.300 Mg | 650.00000 845.00| 430.00000 559.00| 544.95000 708.44 MULCHING MATERIAL | | | 0037 621-06567 6.600 kL | 1.10000 7.26| 0.55000 3.63| 1.05000 6.93 WATER | | | 0038 621-06574 366.700 m2 | 5.80000 2126.86| 4.50000 1650.15| 11.71000 4294.06 SODDING | | | 0039 621-52448 4.000 EACH| 32.00000 128.00| 28.00000 112.00| 26.25000 105.00 SIGN, DO NOT SPRAY | | | 0040 622-98200 4.000 EACH| 32.00000 128.00| 28.00000 112.00| 26.25000 105.00 SIGN, DO NOT DISTURB | | | 0041 714-03437 17.800 m2 | 1500.00000 26700.00| 520.00000 9256.00| 896.76000 15962.33 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0042 715-05019 20.000 m | 200.00000 4000.00| 170.00000 3400.00| 293.67000 5873.40 PIPE, TYPE 1, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-0918397 |(9) 35-0999231 |DUNCAN ROBERTSON INC |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 715-05048 30.000 m | 15.00000 450.00| 30.00000 900.00| 73.50000 2205.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05049 30.000 m | 20.00000 600.00| 32.00000 960.00| 73.50000 2205.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0045 715-05051 30.000 m | 25.00000 750.00| 34.00000 1020.00| 73.50000 2205.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0046 715-05125 21.000 m | 150.00000 3150.00| 140.00000 2940.00| 248.17000 5211.57 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0047 715-46030 2.000 EACH| 300.00000 600.00| 470.00000 940.00| 811.91000 1623.82 PIPE END SECTION, 750 mm | | | 0048 715-46040 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| 1144.66000 2289.32 PIPE END SECTION, 900 mm | | | 0050 801-04308 4.000 EACH| 616.00000 2464.00| 140.00000 560.00| 304.50000 1218.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 21.000 EACH| 104.50000 2194.50| 95.00000 1995.00| 99.75000 2094.75 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 20.000 EACH| 74.25000 1485.00| 67.50000 1350.00| 84.00000 1680.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 10899.00000 10899.00 MAINTAINING TRAFFIC | | | 0054 801-07118 28.800 m | 26.30000 757.44| 23.91000 688.61| 63.00000 1814.40 BARRICADE, III-A | | | 0055 801-07119 10.800 m | 26.30000 284.04| 23.91000 258.23| 73.50000 793.80 BARRICADE, III-B | | | 0056 802-76055 8.600 m | 15.00000 129.00| 13.50000 116.10| 13.60000 116.96 SIGN POST, A | | | 0057 802-96915 LUMP| 176.00000 176.00| 160.00000 160.00| 1.00000 1.00 SIGN, RELOCATE | | | 0058 804-06725 9.000 EACH| 19.80000 178.20| 18.00000 162.00| 23.10000 207.90 DELINEATOR WITH POST, D1, 75 mm | | | 0059 808-06703 640.000 m | 1.30000 832.00| 1.15000 736.00| 1.34000 857.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0060 808-75245 640.000 m | 1.30000 832.00| 1.15000 736.00| 1.34000 857.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0061 808-75996 14.000 EACH| 30.00000 420.00| 7.00000 98.00| 12.65000 177.10 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 14.000 EACH| 82.50000 1155.00| 75.00000 1050.00| 105.00000 1470.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 306-08043 164.000 m2 | 14.00000 2296.00| 27.00000 4428.00| 16.42000 2692.88 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 153 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 373,331.66 ROUTE : 246 CALL ORDER : 153 CONTRACT ID : R -27005-A COUNTIES : OWEN LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-0918397 |(9) 35-0999231 |DUNCAN ROBERTSON INC |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 601-06854 2.000 EACH| 1727.00000 3454.00| 1570.00000 3140.00| 1443.75000 2887.50 GUARDRAIL, W-BEAM, NESTED | | | 0065 723-08056 15.100 m | 3750.00000 56625.00| 5845.00000 88259.50| 5026.73000 75903.62 STRUCTURE, PRECAST THREE-SIDED, 4800 mm | | | X 1520 mm | | | SECTION TOTALS | $ 399,941.02| $ 455,000.00| $ 515,729.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,941.02| $ 455,000.00| $ 515,729.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 842,965.50 ROUTE : US 231, I-74, I-65 CALL ORDER : 165 CONTRACT ID : R -27130-A COUNTIES : TIPPECANOE MONTGOMERY LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT BOONE CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99990AI SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 689,190.40 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 711,822.50 103.2838% 3 35-2110733 SPECIALTIES COMPANY LLC $ 749,711.00 108.7814% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL ATTENUATORS, NEW OR MODERNIZED | | | 0001 110-01001 LUMP| 13030.00000 13030.00| 10000.00000 10000.00| 37500.00000 37500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02240 27.000 SYS | 155.00000 4185.00| 69.00000 1863.00| 163.00000 4401.00 PAVEMENT REMOVAL | | | 0003 202-93741 1.000 EACH| 250.00000 250.00| 210.00000 210.00| 300.00000 300.00 GUARD RAIL END TREATMENT, REMOVE | | | 0004 202-94793 15.000 LFT | 140.00000 2100.00| 230.00000 3450.00| 178.00000 2670.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0005 202-95027 17.000 EACH| 675.00000 11475.00| 1100.00000 18700.00| 700.00000 11900.00 IMPACT ATTENUATOR, REMOVE | | | 0006 601-06228 10.000 EACH| 50450.00000 504500.00| 51850.00000 518500.00| 53400.00000 534000.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0007 601-06246 4.000 EACH| 30300.00000 121200.00| 31600.00000 126400.00| 31700.00000 126800.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0008 601-06284 1.000 EACH| 1460.00000 1460.00| 3200.00000 3200.00| 1000.00000 1000.00 IMPACT ATTENUATOR, RESET, CR, W1, TL-2 | | | 0009 601-94689 2.000 EACH| 2075.00000 4150.00| 1850.00000 3700.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0010 601-99105 100.000 LFT | 12.85000 1285.00| 12.00000 1200.00| 20.00000 2000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0011 602-06729 6.000 EACH| 7.00000 42.00| 9.00000 54.00| 10.00000 60.00 BARRIER DELINEATOR | | | 0012 602-91266 142.000 LFT | 108.00000 15336.00| 121.25000 17217.50| 92.00000 13064.00 MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0013 801-06710 30.000 DAY | 36.00000 1080.00| 80.00000 2400.00| 50.00000 1500.00 FLASHING ARROW SIGN | | | 0014 801-06775 LUMP| 6275.00000 6275.00| 3200.00000 3200.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 165 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 842,965.50 ROUTE : US 231, I-74, I-65 CALL ORDER : 165 CONTRACT ID : R -27130-A COUNTIES : TIPPECANOE MONTGOMERY LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT BOONE SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-96014 288.000 LFT | 9.80000 2822.40| 6.00000 1728.00| 7.00000 2016.00 SAW CUT, FULL DEPTH | | | SECTION TOTALS | $ 689,190.40| $ 711,822.50| $ 749,711.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 689,190.40| $ 711,822.50| $ 749,711.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 169 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,000.00 ROUTE : 267 CALL ORDER : 169 CONTRACT ID : R -27149-B COUNTIES : HENDRICKS LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 129400M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30-8027898 BRYAN'S HAULING & EXCAVATING $ 5,887.36 100.0000% 2 35-1874009 HAUER EXCAVATING $ 7,373.00 125.2344% 3 35-1817574 YARDBERRY LANDSCAPE $ 12,000.00 203.8265% 4 35-1815287 DENNEY EXCAVATING INC. $ 14,500.00 246.2903% ==================================================================================================================================== |(1) 30-8027898 |(2) 35-1874009 |(3) 35-1817574 |BRYAN'S HAULING & EXCAVATING|HAUER EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 600.00000 600.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 4887.36000 4887.36| 6773.00000 6773.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | SECTION TOTALS | $ 5,887.36| $ 7,373.00| $ 12,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,887.36| $ 7,373.00| $ 12,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 169 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,000.00 ROUTE : 267 CALL ORDER : 169 CONTRACT ID : R -27149-B COUNTIES : HENDRICKS LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1815287 | | |DENNEY EXCAVATING INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 300.00000 300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 14200.00000 14200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | SECTION TOTALS | $ 14,500.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,500.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,155.76 ROUTE : STATE ROAD 47 CALL ORDER : 171 CONTRACT ID : R -27281-A COUNTIES : MONTGOMERY LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 03/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 525400A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30-8027898 BRYAN'S HAULING & EXCAVATING $ 7,984.30 100.0000% 2 35-1874009 HAUER EXCAVATING $ 8,890.00 111.3435% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 12,450.00 155.9310% 4 35-1817574 YARDBERRY LANDSCAPE $ 12,850.00 160.9408% 5 35-1815287 DENNEY EXCAVATING INC. $ 16,000.00 200.3932% ==================================================================================================================================== |(1) 30-8027898 |(2) 35-1874009 |(3) 35-1381845 |BRYAN'S HAULING & EXCAVATING|HAUER EXCAVATING |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 6934.30000 6934.30| 7940.00000 7940.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE parcel 1 | | | 0002 621-01004 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06559 1000.000 SYS | 0.75000 750.00| 0.45000 450.00| 1.10000 1100.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 7,984.30| $ 8,890.00| $ 12,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,984.30| $ 8,890.00| $ 12,450.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,155.76 ROUTE : STATE ROAD 47 CALL ORDER : 171 CONTRACT ID : R -27281-A COUNTIES : MONTGOMERY LETTING DATE : 10/21/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1815287 | |YARDBERRY LANDSCAPE |DENNEY EXCAVATING INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 12000.00000 12000.00| 14500.00000 14500.00| HOUSES AND BUILDINGS, REMOVE parcel 1 | | | 0002 621-01004 1.000 EACH| 750.00000 750.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06559 1000.000 SYS | 0.10000 100.00| 1.10000 1100.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 12,850.00| $ 16,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,850.00| $ 16,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 189 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,149,804.38 ROUTE : 157 CALL ORDER : 189 CONTRACT ID : RS-27020-A COUNTIES : GREENE LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4328010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,778,966.58 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,921,777.63 108.0277% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | 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| 6000.00000 6000.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 16.000 MOS | 1000.00000 16000.00| 1000.00000 16000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 22600.00000 22600.00| 63000.00000 63000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 85.000 LFT | 4.10000 348.50| 13.00000 1105.00| GUARDRAIL, REMOVE | | | 0005 202-02278 2032.000 LFT | 4.60000 9347.20| 4.75000 9652.00| CURB, CONCRETE, REMOVE | | | 0007 202-93741 10.000 EACH| 260.00000 2600.00| 250.00000 2500.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-94954 40.000 LFT | 25.51020 1020.41| 26.25000 1050.00| BARRIER WALL, CONCRETE, REMOVE | | | 0009 203-02000 6305.000 CYS | 1.00000 6305.00| 9.00000 56745.00| EXCAVATION, COMMON | | | 0010 203-02376 LUMP| 1530.00000 1530.00| 1600.00000 1600.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0011 205-06932 50.000 LFT | 5.70000 285.00| 6.00000 300.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 211-07454 128.000 CYS | 34.50000 4416.00| 35.50000 4544.00| STRUCTURE BACKFILL | | | 0013 213-52830 150.000 CYS | 100.00000 15000.00| 100.00000 15000.00| FLOWABLE MORTAR | | | 0014 213-52831 30.000 EACH| 145.00000 4350.00| 145.00000 4350.00| DRILLED HOLE FOR FLOWABLE MORTAR | | | 0015 303-01180 6260.000 TON | 15.25000 95465.00| 12.30000 76998.00| COMPACTED AGGREGATE, NO. 53 | | | 0016 303-07449 2110.000 TON | 18.00000 37980.00| 16.25000 34287.50| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 189 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,149,804.38 ROUTE : 157 CALL ORDER : 189 CONTRACT ID : RS-27020-A COUNTIES : GREENE LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 304-07490 300.000 TON | 140.00000 42000.00| 135.00000 40500.00| HMA PATCHING, TYPE B | | | 0018 401-06264 LUMP| 5650.00000 5650.00| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0019 401-07327 12820.000 TON | 31.00000 397420.00| 34.00000 435880.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0020 401-07378 15220.000 TON | 29.75000 452795.00| 30.00000 456600.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0022 402-07451 800.000 TON | 39.50000 31600.00| 40.00000 32000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0023 405-05517 28.000 TON | 220.00000 6160.00| 330.00000 9240.00| ASPHALT FOR PRIME COAT | | | 0024 406-05520 94.000 TON | 180.00000 16920.00| 175.00000 16450.00| ASPHALT FOR TACK COAT | | | 0025 601-01128 2.000 EACH| 1225.00000 2450.00| 1100.00000 2200.00| GUARDRAIL TRANSITION TYPE WGB | | | 0026 601-01846 6.000 EACH| 1640.00000 9840.00| 1750.00000 10500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-02103 25.000 LFT | 16.00000 400.00| 16.50000 412.50| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0028 601-92948 1538.000 LFT | 2.05000 3152.90| 3.75000 5767.50| GUARDRAIL, ADJUST HEIGHT | | | 0029 601-94689 8.000 EACH| 1920.00000 15360.00| 2700.00000 21600.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-95300 4.000 EACH| 205.00000 820.00| 85.00000 340.00| CONNECTOR, A S | | | 0031 601-99105 625.000 LFT | 10.05000 6281.25| 10.75000 6718.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 604-06069 165.000 SYS | 13.65000 2252.25| 14.30000 2359.50| CURB RAMP, CONCRETE | | | 0033 604-06070 135.000 SYS | 58.50000 7897.50| 61.00000 8235.00| SIDEWALK, CONCRETE | | | 0034 605-06120 280.000 LFT | 35.00000 9800.00| 36.50000 10220.00| CURB, CONCRETE | | | 0035 610-07487 1724.000 TON | 64.00000 110336.00| 65.00000 112060.00| HMA FOR APPROACHES, TYPE B | | | 0036 615-06527 1.000 EACH| 505.00000 505.00| 525.00000 525.00| MONUMENT, SECTION CORNER | | | 0037 616-02320 145.000 SYS | 2.25000 326.25| 2.50000 362.50| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 189 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,149,804.38 ROUTE : 157 CALL ORDER : 189 CONTRACT ID : RS-27020-A COUNTIES : GREENE LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-06405 118.000 TON | 25.50000 3009.00| 29.00000 3422.00| RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 275.00000 550.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 100.000 SYS | 2.90000 290.00| 4.50000 450.00| MULCHED SEEDING, R | | | 0041 621-06567 1.260 MG | 2.00000 2.52| 3.00000 3.78| WATER | | | 0042 621-06575 300.000 SYS | 5.00000 1500.00| 12.30000 3690.00| SODDING, NURSERY | | | 0043 711-91996 LUMP| 7860.00000 7860.00| 8500.00000 8500.00| REPAIR EXISTING STRUCTURE | | | 0044 715-05121 160.000 LFT | 90.00000 14400.00| 95.00000 15200.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0045 715-05128 40.000 LFT | 145.00000 5800.00| 150.00000 6000.00| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0046 715-06004 2.000 EACH| 1050.00000 2100.00| 1100.00000 2200.00| CONCRETE ANCHOR, 48 IN. | | | 0047 715-46010 6.000 EACH| 275.00000 1650.00| 300.00000 1800.00| PIPE END SECTION, 18 IN. | | | 0048 715-90588 12.000 LFT | 25.00000 300.00| 30.00000 360.00| PIPE, RELAID, 12 IN. | | | 0049 801-06203 4950.000 LFT | 0.76000 3762.00| 0.30000 1485.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 4950.000 LFT | 0.60000 2970.00| 1.00000 4950.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06640 64.000 EACH| 75.00000 4800.00| 80.00000 5120.00| CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP| 97000.00000 97000.00| 85000.00000 85000.00| MAINTAINING TRAFFIC | | | 0053 808-06712 5050.000 LFT | 0.08000 404.00| 0.08000 404.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0054 808-06713 87700.000 LFT | 0.08000 7016.00| 0.08000 7016.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-06714 66100.000 LFT | 0.08000 5288.00| 0.08000 5288.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0056 808-75297 26.000 LFT | 8.05000 209.30| 8.40000 218.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 189 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,149,804.38 ROUTE : 157 CALL ORDER : 189 CONTRACT ID : RS-27020-A COUNTIES : GREENE LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 808-75300 67.000 LFT | 2.00000 134.00| 2.10000 140.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0058 808-75340 2.000 EACH| 400.00000 800.00| 425.00000 850.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0059 808-75996 1096.000 EACH| 5.25000 5754.00| 6.00000 6576.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 1096.000 EACH| 17.50000 19180.00| 18.25000 20002.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 306-08033 136000.000 SYS | 0.36000 48960.00| 0.68000 92480.00| MILLING, ASPHALT, 1 IN. | | | 0062 306-08043 7910.000 SYS | 1.75000 13842.50| 2.25000 17797.50| MILLING, TRANSITION | | | 0063 304-07492 4270.000 TON | 43.60000 186172.00| 38.60000 164822.00| WIDENING WITH HMA, TYPE A | | | SECTION TOTALS | $ 1,778,966.58| $ 1,921,777.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,778,966.58| $ 1,921,777.63| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,157,967.48 ROUTE : 50 CALL ORDER : 201 CONTRACT ID : RS-27098-A COUNTIES : MARTIN LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0425035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 922,329.64 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,127,283.13 122.2212% 3 35-1418333 ROGERS GROUP, INC. $ 1,175,000.00 127.3947% 4 35-0626844 RUDOLPH, J.H. & CO $ 1,283,468.80 139.1551% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1357381 |(3) 35-1418333 |CALCAR QUARRIES, INC. |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. 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| 9500.00000 9500.00| 4500.00000 4500.00| 7620.19000 7620.19 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1100.00000 5500.00| 1250.00000 6250.00| 1200.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20300.00000 20300.00| 44000.00000 44000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-93741 47.000 EACH| 145.00000 6815.00| 210.00000 9870.00| 305.00000 14335.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-01180 500.000 TON | 20.00000 10000.00| 23.00000 11500.00| 40.00000 20000.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 303-07449 100.000 TON | 15.00000 1500.00| 21.00000 2100.00| 10.00000 1000.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 385.000 TON | 75.00000 28875.00| 120.00000 46200.00| 170.00000 65450.00 HMA PATCHING, TYPE B | | | 0009 401-06264 LUMP| 5600.00000 5600.00| 4500.00000 4500.00| 5600.00000 5600.00 PROFILOGRAPH, HMA | | | 0010 401-07321 13045.000 TON | 30.95000 403742.75| 36.50000 476142.50| 35.50000 463097.50 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 402-07451 350.000 TON | 40.00000 14000.00| 45.00000 15750.00| 45.00000 15750.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0012 405-05517 33.000 TON | 240.00000 7920.00| 300.00000 9900.00| 300.00000 9900.00 ASPHALT FOR PRIME COAT | | | 0013 406-05520 42.000 TON | 180.00000 7560.00| 185.00000 7770.00| 190.00000 7980.00 ASPHALT FOR TACK COAT | | | 0014 601-94689 47.000 EACH| 2600.00000 122200.00| 2750.00000 129250.00| 2500.00000 117500.00 GUARDRAIL END TREATMENT, OS | | | 0015 610-07487 825.000 TON | 46.50000 38362.50| 80.00000 66000.00| 70.00000 57750.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,157,967.48 ROUTE : 50 CALL ORDER : 201 CONTRACT ID : RS-27098-A COUNTIES : MARTIN LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1357381 |(3) 35-1418333 |CALCAR QUARRIES, INC. |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06203 4063.000 LFT | 0.30000 1218.90| 0.40000 1625.20| 1.00000 4063.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 4063.000 LFT | 1.10000 4469.30| 1.00000 4063.00| 0.75000 3047.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 59.000 EACH| 70.00000 4130.00| 85.00000 5015.00| 90.00000 5310.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 24100.00000 24100.00| 45000.00000 45000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0020 805-02503 526.000 LFT | 0.35000 184.10| 0.50000 263.00| 0.40000 210.40 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0021 805-78795 210.000 LFT | 8.25000 1732.50| 10.00000 2100.00| 9.00000 1890.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06711 26586.000 LFT | 0.01000 265.86| 0.01000 265.86| 0.09000 2392.74 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0023 808-06712 10156.000 LFT | 0.08400 853.10| 0.09000 914.04| 0.09000 914.04 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 81250.000 LFT | 0.08400 6825.00| 0.09000 7312.50| 0.09000 7312.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-06714 64617.000 LFT | 0.08400 5427.83| 0.09000 5815.53| 0.09000 5815.53 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75215 132.000 LFT | 2.04000 269.28| 2.20000 290.40| 2.25000 297.00 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0027 808-75260 220.000 LFT | 2.04000 448.80| 2.20000 484.00| 2.25000 495.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0028 808-75297 100.000 LFT | 4.08000 408.00| 4.50000 450.00| 4.50000 450.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 808-75300 300.000 LFT | 1.02000 306.00| 1.10000 330.00| 1.10000 330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0030 808-75996 1385.000 EACH| 3.40000 4709.00| 4.80000 6648.00| 4.75000 6578.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 1385.000 EACH| 17.50000 24237.50| 19.20000 26592.00| 18.50000 25622.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 306-08033 162239.000 SYS | 0.38000 61650.82| 0.50000 81119.50| 0.40000 64895.60 MILLING, ASPHALT, 1 IN. | | | 0034 202-02241 350.000 LFT | 7.00000 2450.00| 2.50000 875.00| 2.50000 875.00 GUARDRAIL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,157,967.48 ROUTE : 50 CALL ORDER : 201 CONTRACT ID : RS-27098-A COUNTIES : MARTIN LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1357381 |(3) 35-1418333 |CALCAR QUARRIES, INC. |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 612-04315 98.000 TON | 780.00000 76440.00| 800.00000 78400.00| 825.00000 80850.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0036 612-60410 1504.000 EACH| 6.40000 9625.60| 7.00000 10528.00| 6.50000 9776.00 DRILLED HOLE FOR UNDERSEAL | | | 0037 306-08043 5946.000 SYS | 1.80000 10702.80| 2.60000 15459.60| 2.00000 11892.00 MILLING, TRANSITION | | | SECTION TOTALS | $ 922,329.64| $ 1,127,283.13| $ 1,175,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 922,329.64| $ 1,127,283.13| $ 1,175,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,157,967.48 ROUTE : 50 CALL ORDER : 201 CONTRACT ID : RS-27098-A COUNTIES : MARTIN LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | 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| 6000.00000 6000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1580.00000 7900.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 64000.00000 64000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-93741 47.000 EACH| 510.00000 23970.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-01180 500.000 TON | 34.50000 17250.00| | COMPACTED AGGREGATE, NO. 53 | | | 0007 303-07449 100.000 TON | 21.00000 2100.00| | COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 385.000 TON | 125.00000 48125.00| | HMA PATCHING, TYPE B | | | 0009 401-06264 LUMP| 6000.00000 6000.00| | PROFILOGRAPH, HMA | | | 0010 401-07321 13045.000 TON | 39.00000 508755.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 402-07451 350.000 TON | 55.00000 19250.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0012 405-05517 33.000 TON | 310.00000 10230.00| | ASPHALT FOR PRIME COAT | | | 0013 406-05520 42.000 TON | 245.00000 10290.00| | ASPHALT FOR TACK COAT | | | 0014 601-94689 47.000 EACH| 3000.00000 141000.00| | GUARDRAIL END TREATMENT, OS | | | 0015 610-07487 825.000 TON | 85.00000 70125.00| | HMA FOR APPROACHES, TYPE B | | | 0016 801-06203 4063.000 LFT | 1.00000 4063.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 4063.000 LFT | 2.00000 8126.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 59.000 EACH| 83.00000 4897.00| | CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 40000.00000 40000.00| | MAINTAINING TRAFFIC | | | 0020 805-02503 526.000 LFT | 0.37000 194.62| | CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,157,967.48 ROUTE : 50 CALL ORDER : 201 CONTRACT ID : RS-27098-A COUNTIES : MARTIN LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 805-78795 210.000 LFT | 8.65000 1816.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06711 26586.000 LFT | 0.01000 265.86| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0023 808-06712 10156.000 LFT | 0.09000 914.04| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 81250.000 LFT | 0.09000 7312.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-06714 64617.000 LFT | 0.09000 5815.53| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75215 132.000 LFT | 2.15000 283.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0027 808-75260 220.000 LFT | 2.15000 473.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0028 808-75297 100.000 LFT | 4.30000 430.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 808-75300 300.000 LFT | 1.07000 321.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0030 808-75996 1385.000 EACH| 4.60000 6371.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 1385.000 EACH| 18.30000 25345.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 306-08033 162239.000 SYS | 0.85000 137903.15| | MILLING, ASPHALT, 1 IN. | | | 0034 202-02241 350.000 LFT | 2.60000 910.00| | GUARDRAIL, REMOVE | | | 0035 612-04315 98.000 TON | 812.00000 79576.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0036 612-60410 1504.000 EACH| 6.70000 10076.80| | DRILLED HOLE FOR UNDERSEAL | | | 0037 306-08043 5946.000 SYS | 2.25000 13378.50| | MILLING, TRANSITION | | | SECTION TOTALS | $ 1,283,468.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,283,468.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 207 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,304,820.68 ROUTE : 50 CALL ORDER : 207 CONTRACT ID : RS-27099-A COUNTIES : LAWRENCE LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0425036 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,929,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,972,921.90 102.2769% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | 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| 13242.69000 13242.69| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1200.00000 10800.00| 1100.00000 9900.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 298.000 LFT | 3.50000 1043.00| 3.50000 1043.00| GUARDRAIL, REMOVE | | | 0006 202-93741 32.000 EACH| 130.00000 4160.00| 215.00000 6880.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-01180 320.000 TON | 47.25000 15120.00| 24.00000 7680.00| COMPACTED AGGREGATE, NO. 53 | | | 0008 303-07449 100.000 TON | 5.00000 500.00| 22.00000 2200.00| COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07491 330.000 TON | 160.00000 52800.00| 130.00000 42900.00| HMA PATCHING, TYPE C | | | 0010 401-06264 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| PROFILOGRAPH, HMA | | | 0011 401-07328 13900.000 TON | 37.00000 514300.00| 42.70000 593530.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0012 401-07379 18534.000 TON | 30.00000 556020.00| 32.30000 598648.20| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0013 405-05517 34.000 TON | 250.00000 8500.00| 280.00000 9520.00| ASPHALT FOR PRIME COAT | | | 0014 406-05520 92.000 TON | 200.00000 18400.00| 180.00000 16560.00| ASPHALT FOR TACK COAT | | | 0015 601-94689 32.000 EACH| 2700.00000 86400.00| 2750.00000 88000.00| GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 298.000 LFT | 12.00000 3576.00| 12.25000 3650.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 207 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,304,820.68 ROUTE : 50 CALL ORDER : 207 CONTRACT ID : RS-27099-A COUNTIES : LAWRENCE LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 610-07488 1528.000 TON | 70.00000 106960.00| 62.00000 94736.00| HMA FOR APPROACHES, TYPE C | | | 0018 615-06527 1.000 EACH| 325.00000 325.00| 500.00000 500.00| MONUMENT, SECTION CORNER | | | 0019 616-02320 4500.000 SYS | 1.80000 8100.00| 1.30000 5850.00| GEOTEXTILES | | | 0020 616-06405 9000.000 TON | 20.00000 180000.00| 18.00000 162000.00| RIPRAP, REVETMENT | | | 0021 801-06203 10234.000 LFT | 1.00000 10234.00| 0.26000 2660.84| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 5117.000 LFT | 0.75000 3837.75| 1.00000 5117.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 35.000 EACH| 100.00000 3500.00| 80.00000 2800.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 75000.00000 75000.00| 67500.00000 67500.00| MAINTAINING TRAFFIC | | | 0025 808-06711 7837.000 LFT | 0.09000 705.33| 0.09000 705.33| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0026 808-06712 12793.000 LFT | 0.09000 1151.37| 0.09000 1151.37| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0027 808-06713 102344.000 LFT | 0.09000 9210.96| 0.09000 9210.96| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0028 808-06714 79630.000 LFT | 0.09000 7166.70| 0.09000 7166.70| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0029 808-75297 60.000 LFT | 13.50000 810.00| 13.75000 825.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75996 1207.000 EACH| 6.00000 7242.00| 6.40000 7724.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 1280.000 EACH| 20.00000 25600.00| 18.00000 23040.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 306-08033 142376.000 SYS | 0.45000 64069.20| 0.50000 71188.00| MILLING, ASPHALT, 1 IN. | | | 0033 612-04315 48.000 TON | 850.00000 40800.00| 840.00000 40320.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0034 612-60410 736.000 EACH| 6.75000 4968.00| 7.00000 5152.00| DRILLED HOLE FOR UNDERSEAL | | | 0035 306-08036 25000.000 SYS | 0.60000 15000.00| 0.85000 21250.00| MILLING, ASPHALT, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 207 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,304,820.68 ROUTE : 50 CALL ORDER : 207 CONTRACT ID : RS-27099-A COUNTIES : LAWRENCE LETTING DATE : 10/21/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 306-08043 2229.000 SYS | 2.00000 4458.00| 1.80000 4012.20| MILLING, TRANSITION | | | SECTION TOTALS | $ 1,929,000.00| $ 1,972,921.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,929,000.00| $ 1,972,921.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/23/03 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 245,542.78 ROUTE : 90 CALL ORDER : 211 CONTRACT ID : RT-26569-B COUNTIES : LAKE LETTING DATE : 10/21/03 10:00 AM DISTRICT : TOLL CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 229,385.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 235,634.00 102.7242% ==================================================================================================================================== |(1) 35-1473652 |(2) 35-1817574 | |SLUSSER'S GREEN THUMB, INC. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06657 3.000 MOS | 1000.00000 3000.00| 300.00000 900.00| PHONE, CELLULAR | | | 0002 110-01001 LUMP| 12605.00000 12605.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 622-05616 111.000 EACH| 59.00000 6549.00| 58.00000 6438.00| PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 18 TO 24 IN. | | | 0004 622-05623 3.000 EACH| 292.00000 876.00| 300.00000 900.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, 36 IN. OR UNDER | | | 0005 622-05639 525.000 EACH| 28.92000 15183.00| 40.00000 21000.00| PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0006 622-05649 36.000 EACH| 262.00000 9432.00| 200.00000 7200.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0007 622-05650 466.000 EACH| 390.00000 181740.00| 406.00000 189196.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | SECTION TOTALS | $ 229,385.00| $ 235,634.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 229,385.00| $ 235,634.00| ====================================================================================================================================