INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 841,064.95 ROUTE : 10 CALL ORDER : 121 CONTRACT ID : R -26338-B COUNTIES : NEWTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. CONDITIONAL BID & REJECTED $ 839,741.40 98.8697% 2 35-0918397 RIETH RILEY CONSTRUCTION AWARD $ 849,341.89 100.0000% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 890,423.71 104.8369% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I 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 | 17500.00000 17500.00| 8000.00000 8000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2000.00000 6000.00| 2200.00000 6600.00| 2800.00000 8400.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 28000.00000 28000.00| 42000.00000 42000.00| 43750.00000 43750.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| 16000.00000 16000.00| 17500.00000 17500.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 25000.00000 25000.00| 95637.25000 95637.25| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 3510.000 m3 | 9.50000 33345.00| 16.00000 56160.00| 17.95000 63004.50 EXCAVATION, COMMON | | | 0009 203-51223 60.000 m3 | 18.00000 1080.00| 35.00000 2100.00| 20.00000 1200.00 EXCAVATION, WATERWAY | | | 0010 205-06931 71.300 Mg | 25.00000 1782.50| 65.00000 4634.50| 25.25000 1800.33 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 12.000 m | 67.20000 806.40| 60.00000 720.00| 60.00000 720.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 450.000 m | 5.94000 2673.00| 5.30000 2385.00| 5.30000 2385.00 TEMPORARY SILT FENCE | | | 0013 206-51220 138.000 m3 | 130.00000 17940.00| 55.00000 7590.00| 20.00000 2760.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 841,064.95 ROUTE : 10 CALL ORDER : 121 CONTRACT ID : R -26338-B COUNTIES : NEWTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 207-08263 440.000 m2 | 7.00000 3080.00| 18.00000 7920.00| 22.25000 9790.00 SUBGRADE TREATMENT, TYPE IA | | | 0015 207-08267 4042.000 m2 | 7.00000 28294.00| 10.00000 40420.00| 9.35000 37792.70 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-07454 271.300 m3 | 29.00000 7867.70| 45.00000 12208.50| 30.00000 8139.00 STRUCTURE BACKFILL | | | 0017 301-07448 3312.000 Mg | 19.85000 65743.20| 18.00000 59616.00| 17.50000 57960.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08036 1600.000 m2 | 9.10000 14560.00| 4.55000 7280.00| 4.50000 7200.00 MILLING, ASPHALT, 50 mm | | | 0019 402-07432 398.800 Mg | 84.00000 33499.20| 73.00000 29112.40| 73.00000 29112.40 HMA SURFACE, TYPE A | | | 0020 402-07434 182.000 Mg | 95.20000 17326.40| 77.00000 14014.00| 77.00000 14014.00 HMA SURFACE, TYPE C | | | 0021 402-07435 831.000 Mg | 73.92000 61427.52| 60.00000 49860.00| 60.00000 49860.00 HMA INTERMEDIATE, TYPE A | | | 0022 402-07439 250.000 Mg | 80.64000 20160.00| 56.00000 14000.00| 56.00000 14000.00 HMA INTERMEDIATE, TYPE C | | | 0023 402-07440 469.000 Mg | 69.44000 32567.36| 60.00000 28140.00| 60.00000 28140.00 HMA BASE, TYPE A | | | 0024 402-07442 122.000 Mg | 76.16000 9291.52| 77.00000 9394.00| 77.00000 9394.00 HMA BASE, TYPE C | | | 0025 404-05511 1740.000 m2 | 4.48000 7795.20| 5.00000 8700.00| 5.00000 8700.00 SEAL COAT, 2 | | | 0026 406-05520 2.300 Mg | 672.00000 1545.60| 200.00000 460.00| 200.00000 460.00 ASPHALT FOR TACK COAT | | | 0027 601-01846 1.000 EACH | 1905.00000 1905.00| 2000.00000 2000.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-06854 2.000 EACH | 2576.00000 5152.00| 2520.00000 5040.00| 2520.00000 5040.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 3.000 EACH | 2800.00000 8400.00| 2220.00000 6660.00| 2220.00000 6660.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 1.000 EACH | 1120.00000 1120.00| 1200.00000 1200.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 177.165 m | 58.24000 10318.09| 46.00000 8149.59| 46.00000 8149.59 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 611-06498 1.000 EACH | 224.00000 224.00| 130.00000 130.00| 130.00000 130.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 841,064.95 ROUTE : 10 CALL ORDER : 121 CONTRACT ID : R -26338-B COUNTIES : NEWTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 615-06490 12.000 EACH | 179.20000 2150.40| 120.00000 1440.00| 120.00000 1440.00 RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH | 616.00000 1232.00| 326.12000 652.24| 660.00000 1320.00 MONUMENT, B | | | 0035 616-02320 623.000 m2 | 7.17000 4466.91| 3.12000 1943.76| 3.00000 1869.00 GEOTEXTILES | | | 0036 616-05688 361.000 Mg | 55.00000 19855.00| 41.66000 15039.26| 39.00000 14079.00 RIPRAP, CLASS 1 | | | 0037 621-01004 2.000 EACH | 644.00000 1288.00| 575.00000 1150.00| 575.00000 1150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 0.500 Mg | 289.00000 144.50| 756.00000 378.00| 756.00000 378.00 FERTILIZER | | | 0039 621-06548 5.500 kg | 61.60000 338.80| 55.00000 302.50| 55.00000 302.50 SEED MIXTURE, CV | | | 0040 621-06553 96.000 kg | 8.92000 856.32| 7.96000 764.16| 8.00000 768.00 SEED MIXTURE, R | | | 0041 621-06557 28.000 kg | 32.37000 906.36| 28.90000 809.20| 29.00000 812.00 SEED MIXTURE, T | | | 0042 621-06565 3.700 Mg | 646.24000 2391.09| 577.00000 2134.90| 577.00000 2134.90 MULCHING MATERIAL | | | 0043 621-06567 1.000 kL | 12.00000 12.00| 10.00000 10.00| 10.00000 10.00 WATER | | | 0044 621-06574 815.000 m2 | 7.20000 5868.00| 6.40000 5216.00| 6.40000 5216.00 SODDING | | | 0045 621-52448 6.000 EACH | 28.00000 168.00| 25.00000 150.00| 25.00000 150.00 SIGN, DO NOT SPRAY | | | 0046 713-51335 LUMP | 104642.84000 104642.84| 85000.00000 85000.00| 157000.00000 157000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0047 713-95203 4.000 EACH | 1008.00000 4032.00| 635.00000 2540.00| 635.00000 2540.00 GUARDRAIL END TREATMENT, I, TEMPORARY | | | BRIDGE APPROACHES | | | 0048 713-99365 186.690 m | 32.48000 6063.69| 35.00000 6534.15| 35.00000 6534.15 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0049 714-06677 19.760 m | 4800.00000 94848.00| 4200.00000 82992.00| 7300.00000 144248.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5400 mm X 1800 mm | | | 0050 715-05151 10.100 m | 120.00000 1212.00| 90.00000 909.00| 120.00000 1212.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 841,064.95 ROUTE : 10 CALL ORDER : 121 CONTRACT ID : R -26338-B COUNTIES : NEWTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-05171 20.600 m | 100.00000 2060.00| 160.00000 3296.00| 124.00000 2554.40 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0052 715-46005 2.000 EACH | 400.00000 800.00| 450.00000 900.00| 253.00000 506.00 PIPE END SECTION, 375 mm | | | 0053 715-46010 2.000 EACH | 420.00000 840.00| 500.00000 1000.00| 275.00000 550.00 PIPE END SECTION, 450 mm | | | 0054 723-06660 39.000 m2 | 2128.20000 82999.80| 1900.00000 74100.00| 1550.00000 60450.00 WINGWALL | | | 0055 801-04308 2.000 EACH | 450.00000 900.00| 298.00000 596.00| 298.00000 596.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06207 3524.000 m | 3.50000 12334.00| 2.58000 9091.92| 2.60000 9162.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06640 16.000 EACH | 175.00000 2800.00| 95.00000 1520.00| 95.00000 1520.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 4.000 EACH | 120.00000 480.00| 86.00000 344.00| 86.00000 344.00 CONSTRUCTION SIGN, B | | | 0059 801-06649 46.000 EACH | 14.00000 644.00| 5.70000 262.20| 5.70000 262.20 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0060 801-07118 8.000 m | 43.00000 344.00| 59.28000 474.24| 60.00000 480.00 BARRICADE, III-A | | | 0061 801-07119 4.000 m | 48.00000 192.00| 96.00000 384.00| 96.00000 384.00 BARRICADE, III-B | | | 0062 804-06740 77.000 EACH | 32.00000 2464.00| 10.24000 788.48| 21.00000 1617.00 DELINEATOR WITH POST, D2 | | | 0063 804-76420 2.000 EACH | 275.00000 550.00| 109.00000 218.00| 100.00000 200.00 MARKER TYPE 3, (W59 L) WITH POST | | | 0064 804-76425 2.000 EACH | 275.00000 550.00| 109.00000 218.00| 100.00000 200.00 MARKER TYPE 3, (W59 R) WITH POST | | | 0065 808-06703 720.000 m | 4.50000 3240.00| 0.69000 496.80| 0.69000 496.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0066 808-06716 164.000 m | 4.00000 656.00| 1.56000 255.84| 1.56000 255.84 LINE, REMOVE | | | 0067 808-75240 100.000 m | 4.50000 450.00| 1.34000 134.00| 1.34000 134.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0068 808-75996 12.000 EACH | 28.00000 336.00| 15.00000 180.00| 25.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 841,064.95 ROUTE : 10 CALL ORDER : 121 CONTRACT ID : R -26338-B COUNTIES : NEWTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 808-75998 12.000 EACH | 185.00000 2220.00| 82.00000 984.00| 82.00000 984.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 839,741.40| $ 849,341.89| $ 890,423.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 839,741.40| $ 849,341.89| $ 890,423.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 125 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,590,474.92 ROUTE : 358 CALL ORDER : 125 CONTRACT ID : R -26925-B COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 145 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 2,390,953.56 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,688,677.82 112.4521% ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1009310 |( ) |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 22000.00000 22000.00| 66000.00000 66000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 2500.00000 37500.00| 2090.00000 31350.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 20000.00000 20000.00| 133000.00000 133000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 30000.00000 30000.00| 57000.00000 57000.00| CLEARING RIGHT OF WAY | | | 0007 202-01000 LUMP | 1500.00000 1500.00| 6300.00000 6300.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0008 202-03875 3.000 EACH | 100.00000 300.00| 120.00000 360.00| CONCRETE STEPS, REMOVE | | | 0009 202-52710 7.000 m2 | 12.00000 84.00| 31.00000 217.00| SIDEWALK, CONCRETE, REMOVE | | | 0010 203-02000 22223.000 m3 | 15.00000 333345.00| 10.40000 231119.20| EXCAVATION, COMMON | | | 0011 203-02070 9850.000 m3 | 4.50000 44325.00| 14.80000 145780.00| BORROW | | | 0012 205-06936 171.000 Mg | 31.00000 5301.00| 32.00000 5472.00| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 6010.000 m | 4.50000 27045.00| 5.40000 32454.00| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 125 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,590,474.92 ROUTE : 358 CALL ORDER : 125 CONTRACT ID : R -26925-B COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1009310 |( ) |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 207-08263 2330.000 m2 | 15.00000 34950.00| 11.20000 26096.00| SUBGRADE TREATMENT, TYPE IA | | | 0015 207-08264 24275.000 m2 | 6.00000 145650.00| 4.90000 118947.50| SUBGRADE TREATMENT, TYPE II | | | 0016 207-08267 4195.000 m2 | 10.00000 41950.00| 8.90000 37335.50| SUBGRADE TREATMENT, TYPE IIIA | | | 0017 211-07454 193.000 m3 | 20.00000 3860.00| 23.60000 4554.80| STRUCTURE BACKFILL | | | 0018 213-08058 32.000 m3 | 145.00000 4640.00| 92.00000 2944.00| FLOWABLE BACKFILL | | | 0019 301-07448 219.000 Mg | 20.00000 4380.00| 24.90000 5453.10| COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-01180 1802.000 Mg | 20.00000 36040.00| 24.70000 44509.40| COMPACTED AGGREGATE, NO. 53 | | | 0021 304-07492 395.000 Mg | 63.00000 24885.00| 67.00000 26465.00| WIDENING WITH HMA, TYPE A | | | 0022 306-08036 8630.000 m2 | 0.70000 6041.00| 0.80000 6904.00| MILLING, ASPHALT, 50 mm | | | 0023 306-08043 816.000 m2 | 3.70000 3019.20| 2.40000 1958.40| MILLING, TRANSITION | | | 0024 401-06264 LUMP | 3200.00000 3200.00| 3350.00000 3350.00| PROFILOGRAPH, HMA | | | 0025 401-07321 6015.000 Mg | 54.00000 324810.00| 58.00000 348870.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0026 401-07390 4808.000 Mg | 44.00000 211552.00| 47.00000 225976.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0027 401-07407 11723.000 Mg | 40.00000 468920.00| 44.00000 515812.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 402-07450 377.000 Mg | 56.00000 21112.00| 59.00000 22243.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0029 404-05511 1008.000 m2 | 3.50000 3528.00| 3.80000 3830.40| SEAL COAT, 2 | | | 0030 405-05517 2.000 Mg | 180.00000 360.00| 490.00000 980.00| ASPHALT FOR PRIME COAT | | | 0031 406-05520 26.300 Mg | 150.00000 3945.00| 140.00000 3682.00| ASPHALT FOR TACK COAT | | | 0032 604-44251 1.000 m3 | 1400.00000 1400.00| 1020.00000 1020.00| STEPS, CONCRETE | | | 0033 610-07486 410.000 Mg | 90.00000 36900.00| 98.00000 40180.00| HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 125 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,590,474.92 ROUTE : 358 CALL ORDER : 125 CONTRACT ID : R -26925-B COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1009310 |( ) |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 611-06497 1.000 EACH | 105.00000 105.00| 190.00000 190.00| MAILBOX ASSEMBLY, SINGLE | | | 0035 611-06498 1.000 EACH | 145.00000 145.00| 225.00000 225.00| MAILBOX ASSEMBLY, DOUBLE | | | 0036 611-95023 2.000 EACH | 250.00000 500.00| 170.00000 340.00| MAILBOX ASSEMBLY, RESET | | | 0037 615-06490 90.000 EACH | 95.00000 8550.00| 115.00000 10350.00| RIGHT OF WAY MARKER | | | 0038 615-06505 25.000 EACH | 495.00000 12375.00| 485.00000 12125.00| MONUMENT, B | | | 0039 615-06510 3.000 EACH | 395.00000 1185.00| 425.00000 1275.00| MONUMENT, C | | | 0040 615-06527 1.000 EACH | 395.00000 395.00| 430.00000 430.00| MONUMENT, SECTION CORNER | | | 0041 616-02320 3874.000 m2 | 1.25000 4842.50| 2.20000 8522.80| GEOTEXTILES | | | 0042 616-06451 5547.000 Mg | 31.00000 171957.00| 27.90000 154761.30| RIPRAP, UNIFORM | | | 0043 621-01004 6.000 EACH | 400.00000 2400.00| 680.00000 4080.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 5.000 Mg | 680.00000 3400.00| 720.00000 3600.00| FERTILIZER | | | 0045 621-06553 950.000 kg | 6.30000 5985.00| 6.70000 6365.00| SEED MIXTURE, R | | | 0046 621-06557 225.000 kg | 4.10000 922.50| 4.30000 967.50| SEED MIXTURE, T | | | 0047 621-06565 34.000 Mg | 435.00000 14790.00| 465.00000 15810.00| MULCHING MATERIAL | | | 0048 621-06567 34.000 kL | 1.00000 34.00| 2.00000 68.00| WATER | | | 0049 621-06574 1890.000 m2 | 3.40000 6426.00| 3.60000 6804.00| SODDING | | | 0050 622-05651 49.000 EACH | 390.00000 19110.00| 414.00000 20286.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0051 622-52436 8.000 EACH | 20.00000 160.00| 35.00000 280.00| SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 400.000 EACH | 5.10000 2040.00| 5.40000 2160.00| SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 125 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,590,474.92 ROUTE : 358 CALL ORDER : 125 CONTRACT ID : R -26925-B COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1009310 |( ) |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 703-51030 21.000 kg | 6.50000 136.50| 4.40000 92.40| REINFORCING STEEL | | | 0054 715-03475 18.000 EACH | 300.00000 5400.00| 405.00000 7290.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0055 715-03476 2.000 EACH | 500.00000 1000.00| 680.00000 1360.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0056 715-03584 4.000 EACH | 400.00000 1600.00| 525.00000 2100.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0057 715-05119 114.000 m | 125.00000 14250.00| 76.00000 8664.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0058 715-05121 24.000 m | 60.00000 1440.00| 94.00000 2256.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0059 715-05123 17.000 m | 150.00000 2550.00| 144.00000 2448.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0060 715-05169 99.000 m | 90.00000 8910.00| 63.00000 6237.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05171 37.000 m | 110.00000 4070.00| 93.00000 3441.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0062 715-05767 30.000 m | 112.00000 3360.00| 172.00000 5160.00| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0063 715-08305 12.000 Mg | 220.00000 2640.00| 118.00000 1416.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0064 715-46005 6.000 EACH | 400.00000 2400.00| 385.00000 2310.00| PIPE END SECTION, 375 mm | | | 0065 715-46010 2.000 EACH | 300.00000 600.00| 635.00000 1270.00| PIPE END SECTION, 450 mm | | | 0066 715-97405 2.000 EACH | 3000.00000 6000.00| 3745.00000 7490.00| GRATED BOX END SECTION, I, 4:1, 450 mm | | | 0067 732-08419 25.000 m2 | 125.00000 3125.00| 136.00000 3400.00| MODULAR BLOCK WALL | | | 0068 732-08421 25.000 m2 | 300.00000 7500.00| 159.00000 3975.00| MODULAR BLOCK WALL ERECTION | | | 0069 801-04308 9.000 EACH | 150.00000 1350.00| 160.00000 1440.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06625 27.000 EACH | 55.00000 1485.00| 75.00000 2025.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 57.000 EACH | 195.00000 11115.00| 208.00000 11856.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 125 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,590,474.92 ROUTE : 358 CALL ORDER : 125 CONTRACT ID : R -26925-B COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1009310 |( ) |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 801-06645 10.000 EACH | 45.00000 450.00| 50.00000 500.00| CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP | 1300.00000 1300.00| 32000.00000 32000.00| MAINTAINING TRAFFIC | | | 0074 801-07118 214.000 m | 30.00000 6420.00| 32.00000 6848.00| BARRICADE, III-A | | | 0075 801-07119 6.000 m | 65.00000 390.00| 70.00000 420.00| BARRICADE, III-B | | | 0076 802-04893 1.000 EACH | 27.50000 27.50| 225.00000 225.00| REFERENCE POST | | | 0077 802-05701 104.000 m | 32.67000 3397.68| 44.00000 4576.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0078 802-05702 50.000 m | 32.05000 1602.50| 28.50000 1425.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0079 802-76025 15.000 m2 | 192.60000 2889.00| 210.00000 3150.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0080 802-76035 9.000 m2 | 214.12000 1927.08| 205.00000 1845.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0081 802-76045 7.000 m2 | 235.64000 1649.48| 180.00000 1260.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0082 808-06705 99.000 m | 3.28000 324.72| 3.50000 346.50| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0083 808-06706 36.000 m | 9.84000 354.24| 10.40000 374.40| LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0084 808-06713 18092.000 m | 0.31000 5608.52| 0.34000 6151.28| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0085 808-06714 9684.000 m | 0.31000 3002.04| 0.34000 3292.56| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0086 808-75215 50.000 m | 4.92000 246.00| 5.20000 260.00| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0087 808-75998 547.000 EACH | 18.25000 9982.75| 19.70000 10775.90| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 125 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,590,474.92 ROUTE : 358 CALL ORDER : 125 CONTRACT ID : R -26925-B COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1009310 |( ) |ROGERS GROUP, INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 303-07449 400.000 Mg | 31.00000 12400.00| 26.40000 10560.00| COMPACTED AGGREGATE, NO. 73 | | | 0089 304-07489 1099.000 Mg | 85.00000 93415.00| 112.00000 123088.00| HMA PATCHING, TYPE A | | | 0090 808-75996 259.000 EACH | 3.65000 945.35| 12.00000 3108.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-06712 1182.000 m | 3.00000 3546.00| 0.34000 401.88| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0092 801-06203 56.000 m | 9.00000 504.00| 2.30000 128.80| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0093 801-06207 1258.000 m | 3.00000 3774.00| 3.90000 4906.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 2,390,953.56| $ 2,688,677.82| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,390,953.56| $ 2,688,677.82| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 135 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,531,155.87 ROUTE : CALL ORDER : 135 CONTRACT ID : R -27213-B COUNTIES : PORTER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/28/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1132323 POWERS & SONS CONSTRUCTION IRREGULAR BID $ 1,878,304.00 74.6044% 2 36-2364802 HASSE CONSTRUCTION CO REJECTED $ 2,499,682.13 99.2849% 3 35-0461550 LARSON-DANIELSON CONSTRUCTION AWARD $ 2,517,685.00 100.0000% 4 36-3593505 ALVERNO CONSTRUCTION COMPANY LLC $ 2,521,994.96 100.1712% 5 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 2,529,000.00 100.4494% ==================================================================================================================================== |( 1 ) 35-1132323 |( 2 ) 36-2364802 |( 3 ) 35-0461550 |POWERS & SONS CONSTRUCTION |HASSE CONSTRUCTION CO |LARSON-DANIELSON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, VISITOR AND EDUCATION CENTER | | | 0001 105-06845 LUMP | 0.00000 0.00| 2625.00000 2625.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 0.00000 0.00| 1000.00000 18000.00| 666.66000 11999.88 FIELD OFFICE, A | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 0.00000 0.00| 28875.00000 28875.00| 21300.00000 21300.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 0.00000 0.00| 49852.00000 49852.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0006 202-02279 165.000 LFT | 0.00000 0.00| 10.50000 1732.50| 8.00000 1320.00 CURB AND GUTTER, REMOVE | | | 0007 202-52710 110.000 SYS | 0.00000 0.00| 12.60000 1386.00| 7.00000 770.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 203-02000 350.000 CYS | 0.00000 0.00| 4.73000 1655.50| 5.25000 1837.50 EXCAVATION, COMMON | | | 0009 203-02070 7350.000 CYS | 0.00000 0.00| 9.66000 71001.00| 10.50000 77175.00 BORROW | | | 0010 205-06933 12.000 EACH | 0.00000 0.00| 105.00000 1260.00| 150.00000 1800.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 1625.000 LFT | 0.00000 0.00| 1.58000 2567.50| 2.00000 3250.00 TEMPORARY SILT FENCE | | | 0012 301-07448 5375.000 TON | 0.00000 0.00| 16.25400 87365.25| 17.05000 91643.75 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 135 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,531,155.87 ROUTE : CALL ORDER : 135 CONTRACT ID : R -27213-B COUNTIES : PORTER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1132323 |( 2 ) 36-2364802 |( 3 ) 35-0461550 |POWERS & SONS CONSTRUCTION |HASSE CONSTRUCTION CO |LARSON-DANIELSON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 402-07433 800.000 TON | 0.00000 0.00| 47.07200 37657.60| 44.83000 35864.00 HMA SURFACE, TYPE B | | | 0014 402-07438 1350.000 TON | 0.00000 0.00| 37.26500 50307.75| 35.49000 47911.50 HMA INTERMEDIATE, TYPE B | | | 0015 604-07898 40.000 SYS | 0.00000 0.00| 36.75000 1470.00| 37.40000 1496.00 CURB RAMP, CONCRETE, D | | | 0016 604-07903 40.000 SYS | 0.00000 0.00| 36.75000 1470.00| 37.40000 1496.00 CURB RAMP, CONCRETE, K | | | 0017 604-91531 800.000 SYS | 0.00000 0.00| 27.56300 22050.40| 37.40000 29920.00 SIDEWALK, CONCRETE, 4 IN. | | | 0018 605-06120 2500.000 LFT | 0.00000 0.00| 10.63000 26575.00| 16.50000 41250.00 CURB, CONCRETE | | | 0019 611-03671 2.000 EACH | 0.00000 0.00| 2340.45000 4680.90| 1300.00000 2600.00 TRASH RECEPTACLE | | | 0020 616-06405 10.000 TON | 0.00000 0.00| 29.93000 299.30| 75.00000 750.00 RIPRAP, REVETMENT | | | 0021 621-03787 15.000 LBS | 0.00000 0.00| 155.40000 2331.00| 948.40000 14226.00 SEED MIXTURE, D | | | 0022 622-02564 LUMP | 0.00000 0.00| 71944.95000 71944.95| 35769.00000 35769.00 LANDSCAPING | | | 0023 707-99085 1.000 EACH | 0.00000 0.00| 1512.00000 1512.00| 2140.00000 2140.00 FLAG POLE AND BASE | | | 0024 711-03973 LUMP | 1878303.00000 1878303.00| 1882943.40000 1882943.40| 1940258.09000 1940258.09 BUILDING ARCHITECTURAL | | | 0025 715-05149 1113.000 LFT | 0.00000 0.00| 20.52800 22847.66| 24.56000 27335.28 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0026 715-05408 367.000 LFT | 0.00000 0.00| 23.31000 8554.77| 17.00000 6239.00 PIPE, SANITARY SEWER, 8 IN. | | | 0027 715-93367 400.000 EACH | 0.00000 0.00| 31.45000 12580.00| 30.00000 12000.00 WATER LINE, K, COPPER, 1.5 IN. | | | 0028 720-03194 4.000 EACH | 0.00000 0.00| 3013.50000 12054.00| 2500.00000 10000.00 MANHOLE , C13, MODIFIED | | | 0029 720-04288 5.000 EACH | 0.00000 0.00| 1653.75000 8268.75| 2000.00000 10000.00 PIPE CATCH BASIN, 30 IN. | | | 0030 720-45075 2.000 EACH | 0.00000 0.00| 2278.50000 4557.00| 1000.00000 2000.00 INLET, R13 | | | 0031 720-45410 3.000 EACH | 0.00000 0.00| 2425.50000 7276.50| 2500.00000 7500.00 MANHOLE, C4 | | | 0032 802-05704 20.000 LFT | 0.00000 0.00| 21.79000 435.80| 20.75000 415.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 135 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,531,155.87 ROUTE : CALL ORDER : 135 CONTRACT ID : R -27213-B COUNTIES : PORTER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1132323 |( 2 ) 36-2364802 |( 3 ) 35-0461550 |POWERS & SONS CONSTRUCTION |HASSE CONSTRUCTION CO |LARSON-DANIELSON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 802-76025 20.000 SFT | 0.00000 0.00| 11.18000 223.60| 10.65000 213.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0034 807-04654 15.000 EACH | 0.00000 0.00| 3481.80000 52227.00| 2745.00000 41175.00 LIGHT POLE , BASE, FIXTURE, AND WIRING | | | 0035 808-06714 2500.000 LFT | 0.00000 0.00| 0.32000 800.00| 0.30000 750.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0036 808-97222 5.000 EACH | 0.00000 0.00| 58.80000 294.00| 56.00000 280.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 1,878,304.00| $ 2,499,682.13| $ 2,517,685.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,878,304.00| $ 2,499,682.13| $ 2,517,685.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 135 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,531,155.87 ROUTE : CALL ORDER : 135 CONTRACT ID : R -27213-B COUNTIES : PORTER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3593505 |( 5 ) 35-1035122 |( ) |ALVERNO CONSTRUCTION COMPANY |GARIUP CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, VISITOR AND EDUCATION CENTER | | | 0001 105-06845 LUMP | 12360.00000 12360.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 835.00000 15030.00| 2500.00000 45000.00| FIELD OFFICE, A | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 8240.00000 8240.00| 126400.00000 126400.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 25750.00000 25750.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0006 202-02279 165.000 LFT | 8.24000 1359.60| 8.00000 1320.00| CURB AND GUTTER, REMOVE | | | 0007 202-52710 110.000 SYS | 7.21000 793.10| 7.00000 770.00| SIDEWALK, CONCRETE, REMOVE | | | 0008 203-02000 350.000 CYS | 5.15000 1802.50| 5.00000 1750.00| EXCAVATION, COMMON | | | 0009 203-02070 7350.000 CYS | 10.82000 79527.00| 10.50000 77175.00| BORROW | | | 0010 205-06933 12.000 EACH | 154.50000 1854.00| 150.00000 1800.00| TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 1625.000 LFT | 2.06000 3347.50| 2.00000 3250.00| TEMPORARY SILT FENCE | | | 0012 301-07448 5375.000 TON | 17.55000 94331.25| 16.00000 86000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 402-07433 800.000 TON | 46.17000 36936.00| 44.83000 35864.00| HMA SURFACE, TYPE B | | | 0014 402-07438 1350.000 TON | 36.55000 49342.50| 35.49000 47911.50| HMA INTERMEDIATE, TYPE B | | | 0015 604-07898 40.000 SYS | 41.20000 1648.00| 45.00000 1800.00| CURB RAMP, CONCRETE, D | | | 0016 604-07903 40.000 SYS | 41.20000 1648.00| 45.00000 1800.00| CURB RAMP, CONCRETE, K | | | 0017 604-91531 800.000 SYS | 38.01000 30408.00| 32.60000 26080.00| SIDEWALK, CONCRETE, 4 IN. | | | 0018 605-06120 2500.000 LFT | 17.00000 42500.00| 15.50000 38750.00| CURB, CONCRETE | | | 0019 611-03671 2.000 EACH | 2810.87000 5621.74| 1207.00000 2414.00| TRASH RECEPTACLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 135 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,531,155.87 ROUTE : CALL ORDER : 135 CONTRACT ID : R -27213-B COUNTIES : PORTER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3593505 |( 5 ) 35-1035122 |( ) |ALVERNO CONSTRUCTION COMPANY |GARIUP CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 616-06405 10.000 TON | 77.25000 772.50| 75.00000 750.00| RIPRAP, REVETMENT | | | 0021 621-03787 15.000 LBS | 2285.57000 34283.55| 150.00000 2250.00| SEED MIXTURE, D | | | 0022 622-02564 LUMP | 40788.00000 40788.00| 47000.00000 47000.00| LANDSCAPING | | | 0023 707-99085 1.000 EACH | 2552.34000 2552.34| 2279.00000 2279.00| FLAG POLE AND BASE | | | 0024 711-03973 LUMP | 1909714.64000 1909714.64| 1815865.00000 1815865.00| BUILDING ARCHITECTURAL | | | 0025 715-05149 1113.000 LFT | 25.24000 28092.12| 24.50000 27268.50| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0026 715-05408 367.000 LFT | 17.51000 6426.17| 17.00000 6239.00| PIPE, SANITARY SEWER, 8 IN. | | | 0027 715-93367 400.000 EACH | 30.90000 12360.00| 30.00000 12000.00| WATER LINE, K, COPPER, 1.5 IN. | | | 0028 720-03194 4.000 EACH | 2575.00000 10300.00| 2500.00000 10000.00| MANHOLE , C13, MODIFIED | | | 0029 720-04288 5.000 EACH | 2060.00000 10300.00| 2000.00000 10000.00| PIPE CATCH BASIN, 30 IN. | | | 0030 720-45075 2.000 EACH | 1030.00000 2060.00| 1000.00000 2000.00| INLET, R13 | | | 0031 720-45410 3.000 EACH | 2575.00000 7725.00| 2500.00000 7500.00| MANHOLE, C4 | | | 0032 802-05704 20.000 LFT | 21.37000 427.40| 20.75000 415.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0033 802-76025 20.000 SFT | 10.97000 219.40| 10.65000 213.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0034 807-04654 15.000 EACH | 2827.35000 42410.25| 2407.00000 36105.00| LIGHT POLE , BASE, FIXTURE, AND WIRING | | | 0035 808-06714 2500.000 LFT | 0.31000 775.00| 0.30000 750.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0036 808-97222 5.000 EACH | 57.68000 288.40| 56.00000 280.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 2,521,994.96| $ 2,529,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,521,994.96| $ 2,529,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,302.08 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27223-A COUNTIES : ALLEN LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 660,160.25 100.0000% 2 35-1374866 PRIMCO, INC. $ 855,836.43 129.6407% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( ) |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 10036.00000 10036.00| 49887.35000 49887.35| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1320.00000 15840.00| 1663.68000 19964.16| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 33000.00000 33000.00| 42590.87000 42590.87| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 26400.00000 26400.00| 66429.60000 66429.60| CLEARING RIGHT OF WAY | | | 0007 202-02241 427.000 LFT | 3.50000 1494.50| 3.75000 1601.25| GUARDRAIL, REMOVE | | | 0008 203-02000 2717.000 CYS | 14.00000 38038.00| 18.57000 50454.69| EXCAVATION, COMMON | | | 0009 205-06933 3.000 EACH | 200.00000 600.00| 1398.00000 4194.00| TEMPORARY DITCH INLET PROTECTION , | | | GRAVEL RING | | | 0010 205-06937 404.000 LFT | 2.00000 808.00| 4.78000 1931.12| TEMPORARY SILT FENCE | | | 0011 211-07454 684.000 CYS | 19.00000 12996.00| 22.19000 15177.96| STRUCTURE BACKFILL | | | 0012 301-07448 880.000 TON | 15.00000 13200.00| 13.00000 11440.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-07449 45.000 TON | 17.50000 787.50| 19.00000 855.00| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,302.08 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27223-A COUNTIES : ALLEN LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( ) |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 304-07490 92.000 TON | 59.00000 5428.00| 60.00000 5520.00| HMA PATCHING, TYPE B | | | 0015 306-08043 381.000 SYS | 6.00000 2286.00| 9.62000 3665.22| MILLING, TRANSITION | | | 0016 401-07321 480.000 TON | 40.00000 19200.00| 47.00000 22560.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0017 401-07390 750.000 TON | 33.00000 24750.00| 44.00000 33000.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0018 401-07407 1510.000 TON | 32.00000 48320.00| 44.00000 66440.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0019 401-07429 415.000 TON | 39.00000 16185.00| 35.00000 14525.00| QC/QA-HMA, 5, 76, INTERMEDIATE,OG19.0 | | | mm | | | 0020 405-05517 1.000 TON | 0.01000 0.01| 0.01000 0.01| ASPHALT FOR PRIME COAT | | | 0021 406-05520 6.000 TON | 200.00000 1200.00| 1.00000 6.00| ASPHALT FOR TACK COAT | | | 0022 601-94689 1.000 EACH | 2820.00000 2820.00| 3175.00000 3175.00| GUARDRAIL END TREATMENT, OS | | | 0023 604-07901 8.000 SYS | 59.00000 472.00| 85.00000 680.00| CURB RAMP, CONCRETE, G | | | 0024 604-07902 231.000 SYS | 59.00000 13629.00| 85.00000 19635.00| CURB RAMP, CONCRETE, H | | | 0025 604-07903 71.000 SYS | 59.00000 4189.00| 85.00000 6035.00| CURB RAMP, CONCRETE, K | | | 0026 604-44251 1.000 CYS | 1400.00000 1400.00| 1100.00000 1100.00| STEPS, CONCRETE | | | 0027 604-91531 1102.000 SYS | 31.00000 34162.00| 29.00000 31958.00| SIDEWALK, CONCRETE, 4 IN. | | | 0028 605-06155 2640.000 LFT | 11.00000 29040.00| 11.40000 30096.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0029 605-06165 382.000 LFT | 12.00000 4584.00| 23.80000 9091.60| CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0030 605-94811 3.000 EACH | 240.00000 720.00| 698.00000 2094.00| CURB TURNOUT | | | 0031 610-07487 745.000 TON | 50.00000 37250.00| 40.00000 29800.00| HMA FOR APPROACHES, TYPE B | | | 0032 611-05330 1027.000 SYS | 44.00000 45188.00| 32.00000 32864.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,302.08 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27223-A COUNTIES : ALLEN LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( ) |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 616-02320 80.000 SYS | 0.80000 64.00| 3.50000 280.00| GEOTEXTILES | | | 0034 616-06405 63.000 TON | 31.00000 1953.00| 25.50000 1606.50| RIPRAP, REVETMENT | | | 0035 621-02770 1345.000 SYS | 1.80000 2421.00| 1.40000 1883.00| EROSION CONTROL BLANKET | | | 0036 621-06560 1345.000 SYS | 1.00000 1345.00| 0.84000 1129.80| MULCHED SEEDING, U | | | 0037 621-06575 2674.000 SYS | 2.75000 7353.50| 3.30000 8824.20| SODDING, NURSERY | | | 0038 715-05024 16.000 LFT | 35.00000 560.00| 101.50000 1624.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0039 715-05048 3265.000 LFT | 8.00000 26120.00| 7.30000 23834.50| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0040 715-05051 86.000 LFT | 40.00000 3440.00| 33.72000 2899.92| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0041 715-05053 26.000 LFT | 16.00000 416.00| 24.69000 641.94| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0042 715-05149 510.000 LFT | 45.00000 22950.00| 36.35000 18538.50| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0043 715-46000 2.000 EACH | 125.00000 250.00| 150.00000 300.00| PIPE END SECTION, 12 IN. | | | 0044 718-06531 2.000 EACH | 100.00000 200.00| 300.00000 600.00| OUTLET PROTECTOR, 3 | | | 0045 718-52610 259.000 CYS | 24.00000 6216.00| 24.00000 6216.00| AGGREGATE FOR UNDERDRAINS | | | 0046 718-99153 2251.000 SYS | 0.80000 1800.80| 1.50000 3376.50| GEOTEXTILES FOR UNDERDRAIN | | | 0047 720-02810 3.000 EACH | 1800.00000 5400.00| 1710.00000 5130.00| INLET, B5 | | | 0048 720-44000 16.000 EACH | 250.00000 4000.00| 275.00000 4400.00| CASTING, ADJUST TO GRADE | | | 0049 720-44055 1.000 EACH | 500.00000 500.00| 725.00000 725.00| CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0050 720-45045 15.000 EACH | 1800.00000 27000.00| 1435.00000 21525.00| INLET, J10 | | | 0051 720-45260 3.000 EACH | 200.00000 600.00| 765.00000 2295.00| PIPE CATCH BASIN, 12 IN. , YARD DRAIN | | | 0052 720-95422 1.000 EACH | 2750.00000 2750.00| 2745.00000 2745.00| MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,302.08 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27223-A COUNTIES : ALLEN LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( ) |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 720-98174 1.000 EACH | 2000.00000 2000.00| 2010.00000 2010.00| INLET, B15 | | | 0054 801-04308 12.000 EACH | 430.00000 5160.00| 435.00000 5220.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 23.000 EACH | 110.00000 2530.00| 118.50000 2725.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 10.000 EACH | 155.00000 1550.00| 227.00000 2270.00| CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP | 10000.00000 10000.00| 64020.00000 64020.00| MAINTAINING TRAFFIC | | | 0058 801-07119 252.000 LFT | 14.50000 3654.00| 13.80000 3477.60| BARRICADE, III-B | | | 0059 802-05701 300.000 LFT | 10.00000 3000.00| 10.00000 3000.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-07060 3.000 EACH | 150.00000 450.00| 150.00000 450.00| SIGN, SHEET, RELOCATE | | | 0061 802-76035 123.000 SFT | 13.00000 1599.00| 13.00000 1599.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0062 802-99058 14.000 EACH | 150.00000 2100.00| 150.00000 2100.00| SHEET SIGN, INSTALL | | | 0063 805-02389 34.000 LFT | 0.25000 8.50| 0.25000 8.50| SIGNAL CABLE, 2C/14 | | | 0064 805-78785 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| SIGNAL DETECTOR HOUSING | | | 0065 805-78795 340.000 LFT | 10.00000 3400.00| 10.00000 3400.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0066 808-06703 4276.000 LFT | 0.39000 1667.64| 0.34000 1453.84| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-75297 128.000 LFT | 3.75000 480.00| 5.50000 704.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0068 808-75300 514.000 LFT | 0.95000 488.30| 1.70000 873.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0069 808-75320 4.000 EACH | 68.00000 272.00| 80.00000 320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,302.08 ROUTE : CALL ORDER : 141 CONTRACT ID : R -27223-A COUNTIES : ALLEN LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( ) |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 808-75325 2.000 EACH | 92.00000 184.00| 126.00000 252.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0071 621-01004 2.000 EACH | 100.00000 200.00| 550.00000 1100.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0072 805-78470 890.000 LFT | 0.45000 400.50| 0.45000 400.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0073 805-01844 30.000 LFT | 15.00000 450.00| 15.00000 450.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0074 805-78510 160.000 LFT | 0.95000 152.00| 0.95000 152.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0075 207-08268 5700.000 SYS | 10.50000 59850.00| 12.86000 73302.00| SUBGRADE TREATMENT, TYPE IV | | | SECTION TOTALS | $ 660,160.25| $ 855,836.43| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 660,160.25| $ 855,836.43| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 145 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 741,189.51 ROUTE : CALL ORDER : 145 CONTRACT ID : R -27439-C COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 692,465.90 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 718,018.75 103.6901% ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1418333 |( ) |RUDOLPH, J.H. & CO |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 | 30000.00000 30000.00| 11500.00000 11500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1800.00000 14400.00| 1600.00000 12800.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 34500.00000 34500.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 17000.00000 17000.00| 45000.00000 45000.00| CLEARING RIGHT OF WAY | | | 0008 203-02020 4553.000 CYS | 11.00000 50083.00| 15.00000 68295.00| EXCAVATION, UNCLASSIFIED | | | 0009 205-06932 2.000 LFT | 100.00000 200.00| 100.00000 200.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 220.000 LFT | 2.50000 550.00| 1.55000 341.00| TEMPORARY SILT FENCE | | | 0012 301-07448 1273.000 TON | 54.80000 69760.40| 28.00000 35644.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 402-07432 2228.000 TON | 65.00000 144820.00| 57.00000 126996.00| HMA SURFACE, TYPE A | | | 0015 402-07435 3684.000 TON | 36.00000 132624.00| 44.00000 162096.00| HMA INTERMEDIATE, TYPE A | | | 0018 604-44251 30.000 CYS | 370.00000 11100.00| 600.00000 18000.00| STEPS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 145 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 741,189.51 ROUTE : CALL ORDER : 145 CONTRACT ID : R -27439-C COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1418333 |( ) |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 605-06120 717.000 LFT | 38.00000 27246.00| 11.50000 8245.50| CURB, CONCRETE | | | 0021 615-02153 73.000 EACH | 100.00000 7300.00| 98.00000 7154.00| TIMBER BOLLARDS | | | 0022 615-06496 101.000 EACH | 100.00000 10100.00| 98.00000 9898.00| PARKING BARRIER | | | 0023 616-06405 54.000 TON | 42.00000 2268.00| 30.00000 1620.00| RIPRAP, REVETMENT | | | 0024 621-06545 2.000 TON | 540.00000 1080.00| 535.00000 1070.00| FERTILIZER | | | 0027 702-90915 63.000 CYS | 325.00000 20475.00| 485.00000 30555.00| CONCRETE, A | | | 0028 715-05118 324.000 LFT | 60.00000 19440.00| 50.00000 16200.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0029 715-05119 50.000 LFT | 80.00000 4000.00| 60.00000 3000.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0032 715-46000 14.000 EACH | 450.00000 6300.00| 135.00000 1890.00| PIPE END SECTION, 12 IN. | | | 0033 715-46005 2.000 EACH | 500.00000 1000.00| 150.00000 300.00| PIPE END SECTION, 15 IN. | | | 0036 207-08266 22400.000 SYS | 0.75000 16800.00| 3.70000 82880.00| SUBGRADE TREATMENT, TYPE III | | | 0037 211-07454 74.000 CYS | 70.00000 5180.00| 46.00000 3404.00| STRUCTURE BACKFILL | | | 0038 718-52610 80.000 CYS | 45.00000 3600.00| 55.00000 4400.00| AGGREGATE FOR UNDERDRAINS | | | 0039 406-05520 5.000 TON | 185.00000 925.00| 150.00000 750.00| ASPHALT FOR TACK COAT | | | 0040 604-04927 229.000 LFT | 65.00000 14885.00| 18.00000 4122.00| CONCRETE CURB AND DITCH | | | 0041 621-01004 1.000 EACH | 550.00000 550.00| 540.00000 540.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06553 640.000 LBS | 5.00000 3200.00| 4.00000 2560.00| SEED MIXTURE, R | | | 0043 621-06565 8.000 TON | 410.00000 3280.00| 410.00000 3280.00| MULCHING MATERIAL | | | 0044 714-02930 1.000 EACH | 750.00000 750.00| 1000.00000 1000.00| HEADWALL , CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 145 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 741,189.51 ROUTE : CALL ORDER : 145 CONTRACT ID : R -27439-C COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1418333 |( ) |RUDOLPH, J.H. & CO |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 715-05203 905.000 LFT | 3.50000 3167.50| 7.25000 6561.25| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0046 715-04612 10.000 LFT | 70.00000 700.00| 23.00000 230.00| PIPE , UNDERDRAIN OUTLET, 4 IN. | | | 0047 720-04666 12.000 EACH | 1645.00000 19740.00| 290.00000 3480.00| CATCH BASIN , AREA DRAINAGE | | | 0048 802-04642 17.000 EACH | 245.00000 4165.00| 245.00000 4165.00| SHEET SIGN , WITH WOOD POST | | | 0049 801-04308 2.000 EACH | 350.00000 700.00| 295.00000 590.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06640 5.000 EACH | 175.00000 875.00| 150.00000 750.00| CONSTRUCTION SIGN, A | | | 0051 801-07118 60.000 LFT | 50.00000 3000.00| 25.00000 1500.00| BARRICADE, III-A | | | 0052 801-06775 LUMP | 6700.00000 6700.00| 7000.00000 7000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 692,465.90| $ 718,018.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 692,465.90| $ 718,018.75| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,989.53 ROUTE : CALL ORDER : 151 CONTRACT ID : R -27513-A COUNTIES : DELAWARE HENRY LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT RANDOLPH CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 1,258,853.25 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,464,872.02 116.3656% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,888,087.56 149.9847% ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1139301 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 35000.00000 35000.00| 40000.00000 40000.00| 55000.00000 55000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 13.000 MOS | 1600.00000 20800.00| 800.00000 10400.00| 1500.00000 19500.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 62942.65000 62942.65| 73000.00000 73000.00| 92000.00000 92000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-01015 LUMP | 61777.00000 61777.00| 75000.00000 75000.00| 80000.00000 80000.00 CLEARING AND GRUBBING | | | 0007 202-03000 LUMP | 20000.00000 20000.00| 71000.00000 71000.00| 30000.00000 30000.00 HOUSES AND BUILDINGS, REMOVE | | | 0008 202-51328 LUMP | 5000.00000 5000.00| 9800.00000 9800.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-74025 427.000 LFT | 3.40000 1451.80| 10.00000 4270.00| 7.50000 3202.50 FENCE, REMOVE | | | 0010 203-02000 410.000 CYS | 50.00000 20500.00| 80.00000 32800.00| 88.00000 36080.00 EXCAVATION, COMMON | | | 0011 203-02070 260.000 CYS | 22.00000 5720.00| 25.00000 6500.00| 56.00000 14560.00 BORROW | | | 0012 203-02080 8.000 MILE | 3575.00000 28600.00| 3000.00000 24000.00| 35000.00000 280000.00 LINEAR GRADING | | | 0013 205-06933 18.000 EACH | 55.00000 990.00| 5.00000 90.00| 55.00000 990.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,989.53 ROUTE : CALL ORDER : 151 CONTRACT ID : R -27513-A COUNTIES : DELAWARE HENRY LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT RANDOLPH SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1139301 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06937 1000.000 LFT | 1.65000 1650.00| 0.50000 500.00| 1.70000 1700.00 TEMPORARY SILT FENCE | | | 0015 210-03827 1.000 EACH | 3700.00000 3700.00| 4000.00000 4000.00| 5600.00000 5600.00 FOUNTAIN, DRINKING | | | 0016 210-05835 2.000 EACH | 15150.00000 30300.00| 7954.80000 15909.60| 7000.00000 14000.00 KIOSK , TRAILHEAD | | | 0017 210-05893 1.000 EACH | 3800.00000 3800.00| 10070.00000 10070.00| 3800.00000 3800.00 METAL GATE, WITH POST | | | 0018 210-06191 2.000 EACH | 6100.00000 12200.00| 7466.03000 14932.06| 6400.00000 12800.00 ENTRANCE SIGN | | | 0019 210-08156 2.000 EACH | 2125.00000 4250.00| 4300.00000 8600.00| 4600.00000 9200.00 RESTROOM SCREEN | | | 0020 210-08157 2.000 EACH | 270.00000 540.00| 400.00000 800.00| 1900.00000 3800.00 BICYCLE LOOP | | | 0021 211-07454 32.000 CYS | 32.00000 1024.00| 30.00000 960.00| 65.00000 2080.00 STRUCTURE BACKFILL | | | 0022 301-07448 13102.000 TON | 17.60000 230595.20| 17.88000 234263.76| 17.00000 222734.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 303-04853 280.000 TON | 24.75000 6930.00| 22.00000 6160.00| 12.00000 3360.00 COMPACTED AGGREGATE , NO. 12 | | | 0024 303-07449 2316.000 TON | 22.00000 50952.00| 22.00000 50952.00| 25.00000 57900.00 COMPACTED AGGREGATE, NO. 73 | | | 0025 402-07432 2885.000 TON | 57.50000 165887.50| 58.00000 167330.00| 58.00000 167330.00 HMA SURFACE, TYPE A | | | 0026 402-07435 5750.000 TON | 43.00000 247250.00| 41.50000 238625.00| 42.00000 241500.00 HMA INTERMEDIATE, TYPE A | | | 0027 405-05517 76.000 TON | 0.10000 7.60| 0.01000 0.76| 0.01000 0.76 ASPHALT FOR PRIME COAT | | | 0028 406-05520 13.000 TON | 205.00000 2665.00| 200.00000 2600.00| 200.00000 2600.00 ASPHALT FOR TACK COAT | | | 0029 601-04793 2000.000 LFT | 11.00000 22000.00| 16.00000 32000.00| 10.00000 20000.00 GUARDRAIL FENCE, SPLIT RAIL | | | 0030 604-07894 18.000 SYS | 125.00000 2250.00| 600.00000 10800.00| 130.00000 2340.00 CURB RAMP, CONCRETE, A | | | 0031 605-06120 150.000 LFT | 31.00000 4650.00| 23.62000 3543.00| 52.00000 7800.00 CURB, CONCRETE | | | 0032 605-06120 24.000 LFT | 45.00000 1080.00| 27.16000 651.84| 52.00000 1248.00 CURB, CONCRETE , TAPERING | | | 0033 611-03671 2.000 EACH | 700.00000 1400.00| 600.00000 1200.00| 1300.00000 2600.00 TRASH RECEPTACLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,989.53 ROUTE : CALL ORDER : 151 CONTRACT ID : R -27513-A COUNTIES : DELAWARE HENRY LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT RANDOLPH SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1139301 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 611-05330 211.000 SYS | 61.00000 12871.00| 100.00000 21100.00| 71.00000 14981.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0035 611-05332 34.000 SYS | 70.00000 2380.00| 295.83000 10058.22| 140.00000 4760.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 4 IN. | | | 0036 615-03866 15.000 EACH | 650.00000 9750.00| 752.75000 11291.25| 1500.00000 22500.00 MILE MARKER | | | 0037 615-06496 18.000 EACH | 130.00000 2340.00| 50.00000 900.00| 28.00000 504.00 PARKING BARRIER | | | 0038 615-97768 13.000 EACH | 42.00000 546.00| 10.00000 130.00| 13.00000 169.00 PARKING BARRIER, RESET | | | 0039 616-02320 253.000 SYS | 4.00000 1012.00| 5.00000 1265.00| 4.90000 1239.70 GEOTEXTILES | | | 0040 616-06405 140.000 TON | 45.00000 6300.00| 50.00000 7000.00| 67.00000 9380.00 RIPRAP, REVETMENT | | | 0041 616-06451 52.000 TON | 42.00000 2184.00| 50.00000 2600.00| 66.00000 3432.00 RIPRAP, UNIFORM | | | 0042 621-01004 1.000 EACH | 650.00000 650.00| 625.00000 625.00| 630.00000 630.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-04317 6825.000 SYS | 0.90000 6142.50| 0.88000 6006.00| 2.00000 13650.00 MULCHED SEEDING , NO MOW MIX | | | 0044 621-06570 420.000 CYS | 28.00000 11760.00| 40.00000 16800.00| 45.00000 18900.00 TOP SOIL | | | 0046 622-04990 120.000 LFT | 11.20000 1344.00| 10.40000 1248.00| 10.00000 1200.00 LANDSCAPE EDGING , STEEL | | | 0047 622-05645 10.000 EACH | 360.00000 3600.00| 335.00000 3350.00| 340.00000 3400.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 72 TO 96 IN. | | | 0048 622-05650 7.000 EACH | 600.00000 4200.00| 565.00000 3955.00| 570.00000 3990.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0049 702-90915 12.000 CYS | 385.00000 4620.00| 600.00000 7200.00| 970.00000 11640.00 CONCRETE, A | | | 0050 703-51030 1394.000 LBS | 0.70000 975.80| 2.00000 2788.00| 3.40000 4739.60 REINFORCING STEEL | | | 0051 706-04683 88.000 LFT | 126.00000 11088.00| 320.00000 28160.00| 430.00000 37840.00 RAILING , TREATED TIMBER, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,989.53 ROUTE : CALL ORDER : 151 CONTRACT ID : R -27513-A COUNTIES : DELAWARE HENRY LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT RANDOLPH SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1139301 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 706-04683 175.000 LFT | 112.50000 19687.50| 260.00000 45500.00| 370.00000 64750.00 RAILING , TREATED TIMBER, TYPE II | | | 0053 712-03812 7.000 EACH | 1065.00000 7455.00| 825.00000 5775.00| 1000.00000 7000.00 BENCH , 8 FT., WITH BACK | | | 0054 712-95676 8.000 MFBM | 2012.00000 16096.00| 4200.00000 33600.00| 5300.00000 42400.00 LUMBER AND TIMBER, TREATED | | | 0055 715-04381 1.000 LFT | 900.00000 900.00| 1000.00000 1000.00| 4000.00000 4000.00 PIPE END SECTION, 42 IN. | | | 0056 715-05890 36.000 LFT | 58.25000 2097.00| 130.00000 4680.00| 190.00000 6840.00 PIPE EXTENSION, CIRCULAR, 42 IN. | | | 0057 715-41050 36.000 LFT | 34.75000 1251.00| 120.00000 4320.00| 1100.00000 39600.00 PIPE, REINFORCED CONCRETE, III, 15 IN. | | | 0058 715-41065 24.000 LFT | 54.00000 1296.00| 130.00000 3120.00| 150.00000 3600.00 PIPE, REINFORCED CONCRETE, III, 24 IN. | | | 0059 715-41085 39.000 LFT | 58.50000 2281.50| 150.00000 5850.00| 170.00000 6630.00 PIPE, REINFORCED CONCRETE, III, 36 IN. | | | 0060 715-46005 2.000 EACH | 225.00000 450.00| 500.00000 1000.00| 790.00000 1580.00 PIPE END SECTION, 15 IN. | | | 0061 715-46020 2.000 EACH | 450.00000 900.00| 500.00000 1000.00| 890.00000 1780.00 PIPE END SECTION, 24 IN. | | | 0062 715-46040 2.000 EACH | 875.00000 1750.00| 1000.00000 2000.00| 1200.00000 2400.00 PIPE END SECTION, 36 IN. | | | 0063 732-04932 1.000 EACH | 650.00000 650.00| 2800.00000 2800.00| 1900.00000 1900.00 TAPPING TEE AND VALVE, WITH VALVE BOX | | | 0064 732-04965 250.000 LFT | 10.75000 2687.50| 15.00000 3750.00| 16.00000 4000.00 WATER SERVICE LINE , 0.50 IN. | | | 0065 801-06645 8.000 EACH | 185.00000 1480.00| 170.00000 1360.00| 55.00000 440.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 11323.00000 11323.00| 35000.00000 35000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0067 802-03896 44.000 EACH | 335.00000 14740.00| 55.00000 2420.00| 285.00000 12540.00 BOLLARD , COLLAPSIBLE, INSTALL | | | 0068 802-03896 44.000 EACH | 115.00000 5060.00| 275.00000 12100.00| 250.00000 11000.00 BOLLARD , INSTALL | | | 0069 802-04314 1.000 EACH | 14850.00000 14850.00| 6756.75000 6756.75| 5800.00000 5800.00 SIGN , INTERPRETIVE | | | 0070 802-05702 650.000 LFT | 10.55000 6857.50| 13.89000 9028.50| 11.00000 7150.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,989.53 ROUTE : CALL ORDER : 151 CONTRACT ID : R -27513-A COUNTIES : DELAWARE HENRY LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT RANDOLPH SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1139301 |( 3 ) 35-0999231 |BEATY CONSTRUCTION, INC. |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 802-07060 1.000 EACH | 65.00000 65.00| 73.40000 73.40| 65.00000 65.00 SIGN, SHEET, RELOCATE | | | 0072 802-76025 276.000 SFT | 19.65000 5423.40| 17.38000 4796.88| 20.00000 5520.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0073 808-04767 1266.000 LFT | 2.60000 3291.60| 2.50000 3165.00| 5.00000 6330.00 LINE , THERMOPLASTIC, SOLID, WHITE, 10 | | | IN. | | | 0074 808-75245 1080.000 LFT | 0.54000 583.20| 0.50000 540.00| 1.00000 1080.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 1,258,853.25| $ 1,464,872.02| $ 1,888,087.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,258,853.25| $ 1,464,872.02| $ 1,888,087.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/25/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 152,896.33 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 168,904.96 110.4703% 3 90-0177865 HIS CONSTRUCTORS LLC $ 191,300.00 125.1175% 4 84-1656426 SEBCORP INC $ 199,956.70 130.7793% 5 35-1212938 ATLAS EXCAVATING, INC. $ 204,833.68 133.9690% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 229,282.10 149.9592% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 243,000.00 158.9312% ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-1673827 |( 3 ) 90-0177865 |HARVEY, GEORGE R. & SON, INC |HENDERSON, H.E., INC. |HIS CONSTRUCTORS LLC 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 | 4000.00000 4000.00| 4901.20000 4901.20| 2900.00000 2900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1500.00000 7500.00| 1500.00000 7500.00| 2100.00000 10500.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 8000.00000 8000.00| 8385.10000 8385.10| 9500.00000 9500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 3000.00000 3000.00| 3932.40000 3932.40| 3800.00000 3800.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 3700.00000 3700.00| 7593.60000 7593.60| 8833.74000 8833.74 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 825.000 CYS | 9.00000 7425.00| 14.26000 11764.50| 25.00000 20625.00 EXCAVATION, COMMON | | | 0009 205-06932 163.000 LFT | 8.25000 1344.75| 7.88000 1284.44| 7.50000 1222.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 1.000 EACH | 79.00000 79.00| 75.60000 75.60| 73.00000 73.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 375.000 LFT | 1.50000 562.50| 1.41000 528.75| 1.40000 525.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-1673827 |( 3 ) 90-0177865 |HARVEY, GEORGE R. & SON, INC |HENDERSON, H.E., INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 207-08263 1051.000 SYS | 13.00000 13663.00| 12.73000 13379.23| 10.50000 11035.50 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-07454 334.000 CYS | 21.00000 7014.00| 26.80000 8951.20| 25.00000 8350.00 STRUCTURE BACKFILL | | | 0014 301-07448 526.000 TON | 21.00000 11046.00| 20.52000 10793.52| 28.00000 14728.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08034 934.000 SYS | 4.40000 4109.60| 5.19000 4847.46| 2.50000 2335.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 320.000 SYS | 4.40000 1408.00| 5.54000 1772.80| 3.50000 1120.00 MILLING, TRANSITION | | | 0017 402-07432 54.000 TON | 55.00000 2970.00| 60.61000 3272.94| 51.00000 2754.00 HMA SURFACE, TYPE A | | | 0018 402-07433 133.000 TON | 55.00000 7315.00| 55.80000 7421.40| 49.00000 6517.00 HMA SURFACE, TYPE B | | | 0019 402-07438 186.000 TON | 52.80000 9820.80| 52.75000 9811.50| 46.00000 8556.00 HMA INTERMEDIATE, TYPE B | | | 0020 402-07440 161.000 TON | 46.20000 7438.20| 44.10000 7100.10| 48.00000 7728.00 HMA BASE. TYPE A | | | 0021 402-07441 56.000 TON | 52.80000 2956.80| 50.40000 2822.40| 50.00000 2800.00 HMA BASE, TYPE B | | | 0022 406-05520 1.000 TON | 330.00000 330.00| 315.00000 315.00| 105.00000 105.00 ASPHALT FOR TACK COAT | | | 0023 601-01846 1.000 EACH | 2035.00000 2035.00| 1942.50000 1942.50| 1950.00000 1950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0024 601-94689 1.000 EACH | 2585.00000 2585.00| 2467.50000 2467.50| 2400.00000 2400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 313.000 LFT | 15.40000 4820.20| 14.70000 4601.10| 14.50000 4538.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 610-07486 16.000 TON | 60.50000 968.00| 89.71000 1435.36| 121.00000 1936.00 HMA FOR APPROACHES, TYPE A | | | 0027 611-06497 1.000 EACH | 198.00000 198.00| 189.00000 189.00| 375.00000 375.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06505 1.000 EACH | 550.00000 550.00| 525.00000 525.00| 975.00000 975.00 MONUMENT, B | | | 0029 616-02320 223.000 SYS | 3.00000 669.00| 2.42000 539.66| 2.00000 446.00 GEOTEXTILES | | | 0030 616-06405 167.000 TON | 20.00000 3340.00| 27.01000 4510.67| 28.00000 4676.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-1673827 |( 3 ) 90-0177865 |HARVEY, GEORGE R. & SON, INC |HENDERSON, H.E., INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-01004 1.000 EACH | 495.00000 495.00| 472.50000 472.50| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01597 1306.000 SYS | 1.40000 1828.40| 1.34000 1750.04| 1.30000 1697.80 EROSION CONTROL, MAT | | | 0033 621-01660 852.000 SYS | 0.67000 570.84| 0.64000 545.28| 0.62000 528.24 MULCHED SEEDING, LEGUME, 2 | | | 0035 621-06559 581.000 SYS | 0.84000 488.04| 0.80000 464.80| 0.77000 447.37 MULCHED SEEDING, R | | | 0036 621-06567 3.000 MG | 1.10000 3.30| 1.05000 3.15| 1.00000 3.00 WATER | | | 0037 621-06574 442.000 SYS | 3.60000 1591.20| 3.36000 1485.12| 3.25000 1436.50 SODDING | | | 0038 621-06575 361.000 SYS | 3.60000 1299.60| 3.36000 1212.96| 3.25000 1173.25 SODDING, NURSERY | | | 0039 621-52448 4.000 EACH | 44.00000 176.00| 42.00000 168.00| 41.00000 164.00 SIGN, DO NOT SPRAY | | | 0040 622-98200 4.000 EACH | 44.00000 176.00| 42.00000 168.00| 41.00000 164.00 SIGN, DO NOT DISTURB | | | 0041 714-06660 11.000 SYS | 455.00000 5005.00| 652.66000 7179.26| 950.00000 10450.00 WINGWALL | | | 0042 715-05048 100.000 LFT | 5.00000 500.00| 3.15000 315.00| 9.00000 900.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05049 100.000 LFT | 5.00000 500.00| 5.25000 525.00| 10.00000 1000.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0044 715-05051 100.000 LFT | 5.00000 500.00| 6.30000 630.00| 12.00000 1200.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0045 715-05128 65.000 LFT | 70.00000 4550.00| 40.61000 2639.65| 100.00000 6500.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0046 715-05177 17.000 LFT | 40.00000 680.00| 73.93000 1256.81| 90.00000 1530.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0047 715-46040 1.000 EACH | 550.00000 550.00| 530.73000 530.73| 850.00000 850.00 PIPE END SECTION, 36 IN. | | | 0049 801-04308 2.000 EACH | 440.00000 880.00| 420.00000 840.00| 405.00000 810.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 28.000 EACH | 49.50000 1386.00| 47.25000 1323.00| 46.00000 1288.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 10.000 EACH | 126.50000 1265.00| 120.75000 1207.50| 110.00000 1100.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-1673827 |( 3 ) 90-0177865 |HARVEY, GEORGE R. & SON, INC |HENDERSON, H.E., INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 801-06645 3.000 EACH | 27.50000 82.50| 26.25000 78.75| 26.00000 78.00 CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP | 1000.00000 1000.00| 5428.00000 5428.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0054 801-07118 96.000 LFT | 3.65000 350.40| 3.50000 336.00| 3.35000 321.60 BARRICADE, III-A | | | 0055 801-07119 48.000 LFT | 4.90000 235.20| 4.66000 223.68| 4.50000 216.00 BARRICADE, III-B | | | 0056 804-06725 4.000 EACH | 22.00000 88.00| 21.00000 84.00| 21.00000 84.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0057 808-06703 1600.000 LFT | 0.28000 448.00| 0.26000 416.00| 0.26000 416.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-75245 1600.000 LFT | 0.28000 448.00| 0.26000 416.00| 0.26000 416.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0059 808-75998 10.000 EACH | 75.00000 750.00| 69.30000 693.00| 67.00000 670.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0060 720-98068 1.000 EACH | 8200.00000 8200.00| 5846.80000 5846.80| 8600.00000 8600.00 MANHOLE, E2 | | | SECTION TOTALS | $ 152,896.33| $ 168,904.96| $ 191,300.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 152,896.33| $ 168,904.96| $ 191,300.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 84-1656426 |( 5 ) 35-1212938 |( 6 ) 35-1618530 |SEBCORP INC |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVIC 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| 2800.00000 2800.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2000.00000 10000.00| 2000.00000 10000.00| 2000.00000 10000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 15450.00000 15450.00| 10000.00000 10000.00| 11000.00000 11000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 4500.00000 4500.00| 15000.00000 15000.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 16500.00000 16500.00| 10000.00000 10000.00| 31500.00000 31500.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 825.000 CYS | 13.50000 11137.50| 30.00000 24750.00| 25.00000 20625.00 EXCAVATION, COMMON | | | 0009 205-06932 163.000 LFT | 10.00000 1630.00| 7.50000 1222.50| 7.50000 1222.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 1.000 EACH | 100.00000 100.00| 72.00000 72.00| 72.00000 72.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 375.000 LFT | 2.00000 750.00| 1.40000 525.00| 1.50000 562.50 TEMPORARY SILT FENCE | | | 0012 207-08263 1051.000 SYS | 19.50000 20494.50| 4.00000 4204.00| 10.00000 10510.00 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-07454 334.000 CYS | 15.00000 5010.00| 20.00000 6680.00| 25.00000 8350.00 STRUCTURE BACKFILL | | | 0014 301-07448 526.000 TON | 14.00000 7364.00| 20.00000 10520.00| 25.00000 13150.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08034 934.000 SYS | 5.00000 4670.00| 2.75000 2568.50| 6.00000 5604.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 320.000 SYS | 5.00000 1600.00| 2.75000 880.00| 6.00000 1920.00 MILLING, TRANSITION | | | 0017 402-07432 54.000 TON | 52.00000 2808.00| 50.00000 2700.00| 52.00000 2808.00 HMA SURFACE, TYPE A | | | 0018 402-07433 133.000 TON | 50.00000 6650.00| 48.00000 6384.00| 50.00000 6650.00 HMA SURFACE, TYPE B | | | 0019 402-07438 186.000 TON | 47.00000 8742.00| 45.00000 8370.00| 47.00000 8742.00 HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 84-1656426 |( 5 ) 35-1212938 |( 6 ) 35-1618530 |SEBCORP INC |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07440 161.000 TON | 49.00000 7889.00| 47.00000 7567.00| 49.00000 7889.00 HMA BASE. TYPE A | | | 0021 402-07441 56.000 TON | 60.00000 3360.00| 60.00000 3360.00| 62.00000 3472.00 HMA BASE, TYPE B | | | 0022 406-05520 1.000 TON | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 ASPHALT FOR TACK COAT | | | 0023 601-01846 1.000 EACH | 1850.00000 1850.00| 1850.00000 1850.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0024 601-94689 1.000 EACH | 2350.00000 2350.00| 2100.00000 2100.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 313.000 LFT | 14.00000 4382.00| 14.00000 4382.00| 14.00000 4382.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 610-07486 16.000 TON | 120.00000 1920.00| 120.00000 1920.00| 125.00000 2000.00 HMA FOR APPROACHES, TYPE A | | | 0027 611-06497 1.000 EACH | 250.00000 250.00| 120.00000 120.00| 125.00000 125.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06505 1.000 EACH | 700.00000 700.00| 575.00000 575.00| 600.00000 600.00 MONUMENT, B | | | 0029 616-02320 223.000 SYS | 2.00000 446.00| 1.00000 223.00| 4.00000 892.00 GEOTEXTILES | | | 0030 616-06405 167.000 TON | 16.00000 2672.00| 35.00000 5845.00| 30.00000 5010.00 RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH | 450.00000 450.00| 450.00000 450.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01597 1306.000 SYS | 4.00000 5224.00| 1.30000 1697.80| 1.50000 1959.00 EROSION CONTROL, MAT | | | 0033 621-01660 852.000 SYS | 0.70000 596.40| 0.61000 519.72| 0.65000 553.80 MULCHED SEEDING, LEGUME, 2 | | | 0035 621-06559 581.000 SYS | 0.80000 464.80| 0.76000 441.56| 0.80000 464.80 MULCHED SEEDING, R | | | 0036 621-06567 3.000 MG | 1.00000 3.00| 1.00000 3.00| 1.00000 3.00 WATER | | | 0037 621-06574 442.000 SYS | 3.50000 1547.00| 3.20000 1414.40| 3.50000 1547.00 SODDING | | | 0038 621-06575 361.000 SYS | 3.50000 1263.50| 3.20000 1155.20| 3.50000 1263.50 SODDING, NURSERY | | | 0039 621-52448 4.000 EACH | 40.00000 160.00| 40.00000 160.00| 42.00000 168.00 SIGN, DO NOT SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 84-1656426 |( 5 ) 35-1212938 |( 6 ) 35-1618530 |SEBCORP INC |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 622-98200 4.000 EACH | 40.00000 160.00| 40.00000 160.00| 42.00000 168.00 SIGN, DO NOT DISTURB | | | 0041 714-06660 11.000 SYS | 680.00000 7480.00| 600.00000 6600.00| 1300.00000 14300.00 WINGWALL | | | 0042 715-05048 100.000 LFT | 10.00000 1000.00| 15.00000 1500.00| 25.00000 2500.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05049 100.000 LFT | 12.00000 1200.00| 16.00000 1600.00| 26.00000 2600.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0044 715-05051 100.000 LFT | 14.00000 1400.00| 18.00000 1800.00| 27.00000 2700.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0045 715-05128 65.000 LFT | 122.00000 7930.00| 387.00000 25155.00| 200.00000 13000.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0046 715-05177 17.000 LFT | 74.00000 1258.00| 300.00000 5100.00| 150.00000 2550.00 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0047 715-46040 1.000 EACH | 750.00000 750.00| 2000.00000 2000.00| 1600.00000 1600.00 PIPE END SECTION, 36 IN. | | | 0049 801-04308 2.000 EACH | 200.00000 400.00| 160.00000 320.00| 450.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 28.000 EACH | 80.00000 2240.00| 70.00000 1960.00| 55.00000 1540.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 10.000 EACH | 85.00000 850.00| 82.00000 820.00| 125.00000 1250.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 3.000 EACH | 25.00000 75.00| 25.00000 75.00| 25.00000 75.00 CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP | 4000.00000 4000.00| 800.00000 800.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0054 801-07118 96.000 LFT | 10.00000 960.00| 8.00000 768.00| 4.00000 384.00 BARRICADE, III-A | | | 0055 801-07119 48.000 LFT | 11.00000 528.00| 9.00000 432.00| 5.00000 240.00 BARRICADE, III-B | | | 0056 804-06725 4.000 EACH | 25.00000 100.00| 25.00000 100.00| 17.00000 68.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0057 808-06703 1600.000 LFT | 0.30000 480.00| 0.26000 416.00| 0.30000 480.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-75245 1600.000 LFT | 0.30000 480.00| 0.26000 416.00| 0.30000 480.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0059 808-75998 10.000 EACH | 28.00000 280.00| 125.00000 1250.00| 70.00000 700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 84-1656426 |( 5 ) 35-1212938 |( 6 ) 35-1618530 |SEBCORP INC |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 720-98068 1.000 EACH | 10350.00000 10350.00| 3000.00000 3000.00| 4000.00000 4000.00 MANHOLE, E2 | | | SECTION TOTALS | $ 199,956.70| $ 204,833.68| $ 229,282.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 199,956.70| $ 204,833.68| $ 229,282.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |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 | 2900.00000 2900.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2400.00000 12000.00| | FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 12150.00000 12150.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 4843.04000 4843.04| | CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 17000.00000 17000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 825.000 CYS | 29.50000 24337.50| | EXCAVATION, COMMON | | | 0009 205-06932 163.000 LFT | 7.50000 1222.50| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 1.000 EACH | 72.00000 72.00| | TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 375.000 LFT | 1.34000 502.50| | TEMPORARY SILT FENCE | | | 0012 207-08263 1051.000 SYS | 16.00000 16816.00| | SUBGRADE TREATMENT, TYPE IA | | | 0013 211-07454 334.000 CYS | 23.00000 7682.00| | STRUCTURE BACKFILL | | | 0014 301-07448 526.000 TON | 27.00000 14202.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08034 934.000 SYS | 8.00000 7472.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 320.000 SYS | 8.00000 2560.00| | MILLING, TRANSITION | | | 0017 402-07432 54.000 TON | 88.00000 4752.00| | HMA SURFACE, TYPE A | | | 0018 402-07433 133.000 TON | 88.00000 11704.00| | HMA SURFACE, TYPE B | | | 0019 402-07438 186.000 TON | 86.00000 15996.00| | HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07440 161.000 TON | 81.00000 13041.00| | HMA BASE. TYPE A | | | 0021 402-07441 56.000 TON | 81.00000 4536.00| | HMA BASE, TYPE B | | | 0022 406-05520 1.000 TON | 220.00000 220.00| | ASPHALT FOR TACK COAT | | | 0023 601-01846 1.000 EACH | 1850.00000 1850.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0024 601-94689 1.000 EACH | 2095.00000 2095.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 313.000 LFT | 13.80000 4319.40| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 610-07486 16.000 TON | 200.00000 3200.00| | HMA FOR APPROACHES, TYPE A | | | 0027 611-06497 1.000 EACH | 120.00000 120.00| | MAILBOX ASSEMBLY, SINGLE | | | 0028 615-06505 1.000 EACH | 575.00000 575.00| | MONUMENT, B | | | 0029 616-02320 223.000 SYS | 3.50000 780.50| | GEOTEXTILES | | | 0030 616-06405 167.000 TON | 26.00000 4342.00| | RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH | 450.00000 450.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01597 1306.000 SYS | 1.28000 1671.68| | EROSION CONTROL, MAT | | | 0033 621-01660 852.000 SYS | 0.61000 519.72| | MULCHED SEEDING, LEGUME, 2 | | | 0035 621-06559 581.000 SYS | 0.76000 441.56| | MULCHED SEEDING, R | | | 0036 621-06567 3.000 MG | 1.00000 3.00| | WATER | | | 0037 621-06574 442.000 SYS | 3.20000 1414.40| | SODDING | | | 0038 621-06575 361.000 SYS | 3.20000 1155.20| | SODDING, NURSERY | | | 0039 621-52448 4.000 EACH | 20.00000 80.00| | SIGN, DO NOT SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 622-98200 4.000 EACH | 20.00000 80.00| | SIGN, DO NOT DISTURB | | | 0041 714-06660 11.000 SYS | 900.00000 9900.00| | WINGWALL | | | 0042 715-05048 100.000 LFT | 21.00000 2100.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05049 100.000 LFT | 22.00000 2200.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0044 715-05051 100.000 LFT | 23.00000 2300.00| | PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0045 715-05128 65.000 LFT | 180.00000 11700.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0046 715-05177 17.000 LFT | 150.00000 2550.00| | PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0047 715-46040 1.000 EACH | 600.00000 600.00| | PIPE END SECTION, 36 IN. | | | 0049 801-04308 2.000 EACH | 500.00000 1000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 28.000 EACH | 30.00000 840.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 10.000 EACH | 100.00000 1000.00| | CONSTRUCTION SIGN, A | | | 0052 801-06645 3.000 EACH | 30.00000 90.00| | CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP | 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0054 801-07118 96.000 LFT | 2.00000 192.00| | BARRICADE, III-A | | | 0055 801-07119 48.000 LFT | 2.00000 96.00| | BARRICADE, III-B | | | 0056 804-06725 4.000 EACH | 16.00000 64.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0057 808-06703 1600.000 LFT | 0.30000 480.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-75245 1600.000 LFT | 0.30000 480.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0059 808-75998 10.000 EACH | 90.00000 900.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 161 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 205,238.74 ROUTE : 39 CALL ORDER : 161 CONTRACT ID : R -27804-A COUNTIES : HENDRICKS LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 720-98068 1.000 EACH | 4400.00000 4400.00| | MANHOLE, E2 | | | SECTION TOTALS | $ 243,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 243,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 559,885.19 ROUTE : 40 CALL ORDER : 165 CONTRACT ID : R -27983-B COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 582,213.73 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 586,500.00 100.7362% ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-0918397 |( ) |HENDERSON, H.E., 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 | 19151.00000 19151.00| 9740.00000 9740.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2100.00000 18900.00| 2367.00000 21303.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 23162.50000 23162.50| 34998.10000 34998.10| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 11810.00000 11810.00| 16000.00000 16000.00| CLEARING RIGHT OF WAY | | | 0007 202-02241 160.000 m | 11.87000 1899.20| 15.00000 2400.00| GUARDRAIL, REMOVE | | | 0008 202-02272 71.000 m | 20.06000 1424.26| 33.00000 2343.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-51330 LUMP | 15492.20000 15492.20| 28000.00000 28000.00| PRESENT STRUCTURE, REMOVE | | | 0010 202-74045 5.000 EACH | 21.87000 109.35| 100.00000 500.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0011 202-91385 1.000 EACH | 177.93000 177.93| 450.00000 450.00| INLET, REMOVE | | | 0012 202-96128 520.000 m | 14.31000 7441.20| 21.00000 10920.00| GUTTER, CONCRETE, REMOVE | | | 0013 203-02000 1484.000 m3 | 15.53000 23046.52| 24.00000 35616.00| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 165 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 559,885.19 ROUTE : 40 CALL ORDER : 165 CONTRACT ID : R -27983-B COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-0918397 |( ) |HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-03371 11.000 m3 | 18.79000 206.69| 35.00000 385.00| SEDIMENT REMOVE | | | 0015 205-06931 2.000 Mg | 50.46000 100.92| 100.00000 200.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 6.000 m | 47.25000 283.50| 45.00000 270.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 8.000 EACH | 59.85000 478.80| 57.00000 456.00| TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06934 2.000 Mg | 588.00000 1176.00| 560.00000 1120.00| TEMPORARY MULCHING | | | 0019 205-06937 83.000 m | 5.04000 418.32| 4.80000 398.40| TEMPORARY SILT FENCE | | | 0020 207-08263 1755.000 m2 | 12.95000 22727.25| 13.50000 23692.50| SUBGRADE TREATMENT, TYPE IA | | | 0021 211-07454 39.000 m3 | 99.01000 3861.39| 25.00000 975.00| STRUCTURE BACKFILL | | | 0022 213-08058 237.000 m3 | 89.57000 21228.09| 110.00000 26070.00| FLOWABLE BACKFILL | | | 0023 301-07448 1145.000 Mg | 23.80000 27251.00| 22.00000 25190.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-07449 48.000 Mg | 26.83000 1287.84| 22.00000 1056.00| COMPACTED AGGREGATE, NO. 73 | | | 0025 306-08043 144.000 m2 | 19.58000 2819.52| 20.00000 2880.00| MILLING, TRANSITION | | | 0026 402-07434 462.000 Mg | 84.68000 39122.16| 52.00000 24024.00| HMA SURFACE, TYPE C | | | 0027 402-07439 370.000 Mg | 73.95000 27361.50| 66.00000 24420.00| HMA INTERMEDIATE, TYPE C | | | 0028 406-05520 2.000 Mg | 256.14000 512.28| 200.00000 400.00| ASPHALT FOR TACK COAT | | | 0029 601-01740 2.000 EACH | 2100.00000 4200.00| 2000.00000 4000.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0030 601-05999 2.000 EACH | 52.50000 105.00| 50.00000 100.00| CURVED TERMINAL END | | | 0031 601-06035 30.000 m | 66.68000 2000.40| 63.50000 1905.00| GUARDRAIL, RESET | | | 0032 601-06854 2.000 EACH | 2782.50000 5565.00| 2650.00000 5300.00| GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 165 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 559,885.19 ROUTE : 40 CALL ORDER : 165 CONTRACT ID : R -27983-B COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-0918397 |( ) |HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-99105 46.000 m | 45.68000 2101.28| 43.50000 2001.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 603-01159 24.000 m | 84.00000 2016.00| 80.00000 1920.00| FENCE, CHAIN LINK, 1067 mm | | | 0035 605-06121 33.000 m | 112.30000 3705.90| 93.00000 3069.00| CURB, CONCRETE, B | | | 0036 605-06155 25.000 m | 115.95000 2898.75| 112.00000 2800.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0037 607-06175 46.000 m | 62.76000 2886.96| 117.00000 5382.00| GUTTER, CONCRETE | | | 0038 610-07486 137.000 Mg | 163.40000 22385.80| 77.00000 10549.00| HMA FOR APPROACHES, TYPE A | | | 0039 611-06497 4.000 EACH | 178.50000 714.00| 170.00000 680.00| MAILBOX ASSEMBLY, SINGLE | | | 0040 611-06498 5.000 EACH | 210.00000 1050.00| 200.00000 1000.00| MAILBOX ASSEMBLY, DOUBLE | | | 0041 615-06490 14.000 EACH | 110.25000 1543.50| 105.00000 1470.00| RIGHT OF WAY MARKER | | | 0042 615-06505 2.000 EACH | 535.50000 1071.00| 510.00000 1020.00| MONUMENT, B | | | 0043 616-02320 409.000 m2 | 2.42000 989.78| 3.00000 1227.00| GEOTEXTILES | | | 0044 616-06405 155.000 Mg | 29.49000 4570.95| 29.00000 4495.00| RIPRAP, REVETMENT | | | 0045 621-01004 1.000 EACH | 913.50000 913.50| 870.00000 870.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 150.000 m2 | 1.31000 196.50| 1.25000 187.50| EROSION CONTROL BLANKET | | | 0047 621-06545 1.000 Mg | 420.00000 420.00| 400.00000 400.00| FERTILIZER | | | 0048 621-06553 63.000 kg | 10.08000 635.04| 9.60000 604.80| SEED MIXTURE, R | | | 0049 621-06557 55.000 kg | 5.62000 309.10| 5.35000 294.25| SEED MIXTURE, T | | | 0050 621-06565 1.000 Mg | 456.75000 456.75| 435.00000 435.00| MULCHING MATERIAL | | | 0051 621-06567 1.000 kL | 31.50000 31.50| 30.00000 30.00| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 165 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 559,885.19 ROUTE : 40 CALL ORDER : 165 CONTRACT ID : R -27983-B COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-0918397 |( ) |HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 621-06575 26.000 m2 | 42.00000 1092.00| 40.00000 1040.00| SODDING, NURSERY | | | 0053 702-90915 18.000 m3 | 266.77000 4801.86| 800.00000 14400.00| CONCRETE, A | | | 0054 703-51030 409.000 kg | 6.59000 2695.31| 7.00000 2863.00| REINFORCING STEEL | | | 0055 712-04131 LUMP | 13345.00000 13345.00| 17000.00000 17000.00| STRUCTURE , RESET | | | 0056 714-26714 30.000 m | 2355.33000 70659.90| 2400.00000 72000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2400 mm | | | 0057 715-05149 294.000 m | 63.05000 18536.70| 82.00000 24108.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-08306 139.000 Mg | 94.09000 13078.51| 66.00000 9174.00| HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0059 715-46000 4.000 EACH | 418.20000 1672.80| 450.00000 1800.00| PIPE END SECTION, 300 mm | | | 0060 720-44000 5.000 EACH | 261.74000 1308.70| 420.00000 2100.00| CASTING, ADJUST TO GRADE | | | 0061 720-45270 8.000 EACH | 1910.05000 15280.40| 800.00000 6400.00| PIPE CATCH BASIN, 450 mm | | | 0062 723-06660 35.000 m2 | 266.33000 9321.55| 400.00000 14000.00| WINGWALL | | | 0063 732-08419 32.000 m2 | 183.75000 5880.00| 140.00000 4480.00| MODULAR BLOCK WALL | | | 0064 732-08421 32.000 m2 | 346.59000 11090.88| 385.00000 12320.00| MODULAR BLOCK WALL ERECTION | | | 0065 801-04308 1.000 EACH | 157.50000 157.50| 210.00000 210.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06207 2330.000 m | 2.93000 6826.90| 2.75000 6407.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06469 1269.000 m | 5.86000 7436.34| 5.55000 7042.95| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0068 801-06639 60.000 m | 99.56000 5973.60| 130.00000 7800.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0069 801-06640 13.000 EACH | 78.75000 1023.75| 87.00000 1131.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 165 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 559,885.19 ROUTE : 40 CALL ORDER : 165 CONTRACT ID : R -27983-B COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-0918397 |( ) |HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 801-06645 2.000 EACH | 42.00000 84.00| 25.00000 50.00| CONSTRUCTION SIGN, B | | | 0071 801-06646 60.000 m | 97.82000 5869.20| 95.00000 5700.00| TEMPORARY CONCRETE BARRIER | | | 0072 801-06710 340.000 DAY | 21.00000 7140.00| 8.50000 2890.00| FLASHING ARROW SIGN | | | 0073 801-06775 LUMP | 29606.85000 29606.85| 16000.00000 16000.00| MAINTAINING TRAFFIC | | | 0074 801-07023 2.000 EACH | 5722.50000 11445.00| 5450.00000 10900.00| ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0075 801-07119 11.000 m | 42.00000 462.00| 29.00000 319.00| BARRICADE, III-B | | | 0076 802-05701 17.000 m | 42.00000 714.00| 40.00000 680.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-76035 5.000 m2 | 173.25000 866.25| 165.00000 825.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0078 808-06701 180.000 m | 1.45000 261.00| 1.10000 198.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0079 808-06703 500.000 m | 1.45000 725.00| 1.15000 575.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0080 808-06716 200.000 m | 6.83000 1366.00| 0.68000 136.00| LINE, REMOVE | | | 0081 808-75245 488.000 m | 1.45000 707.60| 0.75000 366.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0082 808-75297 3.000 m | 189.00000 567.00| 12.00000 36.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 582,213.73| $ 586,500.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 582,213.73| $ 586,500.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 63 CALL ORDER : 171 CONTRACT ID : R -27990-A COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. $ 804,486.05 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 62,857.64 ROUTE : CALL ORDER : 181 CONTRACT ID : R -28092-A COUNTIES : NOBLE LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 30,947.00 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 36,793.50 118.8920% 3 62-1492793 API CONSTRUCTION CORP. $ 37,472.10 121.0848% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 37,962.00 122.6678% 5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 45,721.80 147.7423% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 62-1492793 |E & B PAVING, INC. |PHEND & BROWN, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP | 1500.00000 1500.00| 3600.00000 3600.00| 1900.00000 1900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 203-60778 LUMP | 2000.00000 2000.00| 1500.00000 1500.00| 1100.00000 1100.00 GRADING , PARKING AREA | | | 0005 203-90014 10.000 STA | 10.00000 100.00| 165.00000 1650.00| 110.00000 1100.00 LINEAR GRADING , PUBLIC ACCESS ROAD | | | 0006 301-07448 205.000 TON | 5.00000 1025.00| 19.00000 3895.00| 12.00000 2460.00 COMPACTED AGGREGATE, NO. 53, BASE , | | | CRUSHED STONE | | | 0007 303-07449 60.000 TON | 30.00000 1800.00| 47.00000 2820.00| 16.00000 960.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 402-07432 195.000 TON | 45.00000 8775.00| 44.50000 8677.50| 47.00000 9165.00 HMA SURFACE, TYPE A | | | 0009 402-07435 325.000 TON | 35.00000 11375.00| 39.00000 12675.00| 40.00000 13000.00 HMA INTERMEDIATE, TYPE A | | | 0010 801-04308 1.000 EACH | 275.00000 275.00| 272.00000 272.00| 235.00000 235.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0011 801-06640 6.000 EACH | 150.00000 900.00| 37.00000 222.00| 32.00000 192.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 62,857.64 ROUTE : CALL ORDER : 181 CONTRACT ID : R -28092-A COUNTIES : NOBLE LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 62-1492793 |E & B PAVING, INC. |PHEND & BROWN, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 801-06775 LUMP | 2750.00000 2750.00| 502.00000 502.00| 6515.00000 6515.00 MAINTAINING TRAFFIC | | | 0013 801-07119 12.000 LFT | 25.00000 300.00| 22.50000 270.00| 19.40000 232.80 BARRICADE, III-B | | | 0014 802-76025 6.000 SFT | 15.00000 90.00| 24.50000 147.00| 21.05000 126.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0015 802-76065 11.000 LFT | 5.00000 55.00| 51.00000 561.00| 44.00000 484.00 SIGN POST, B | | | SECTION TOTALS | $ 30,947.00| $ 36,793.50| $ 37,472.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 30,947.00| $ 36,793.50| $ 37,472.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 62,857.64 ROUTE : CALL ORDER : 181 CONTRACT ID : R -28092-A COUNTIES : NOBLE LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( 5 ) 35-1065659 |( ) |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP | 1900.00000 1900.00| 2250.00000 2250.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 203-60778 LUMP | 1800.00000 1800.00| 3000.00000 3000.00| GRADING , PARKING AREA | | | 0005 203-90014 10.000 STA | 200.00000 2000.00| 370.00000 3700.00| LINEAR GRADING , PUBLIC ACCESS ROAD | | | 0006 301-07448 205.000 TON | 13.00000 2665.00| 23.00000 4715.00| COMPACTED AGGREGATE, NO. 53, BASE , | | | CRUSHED STONE | | | 0007 303-07449 60.000 TON | 42.00000 2520.00| 42.20000 2532.00| COMPACTED AGGREGATE, NO. 73 | | | 0008 402-07432 195.000 TON | 46.00000 8970.00| 45.00000 8775.00| HMA SURFACE, TYPE A | | | 0009 402-07435 325.000 TON | 46.00000 14950.00| 47.00000 15275.00| HMA INTERMEDIATE, TYPE A | | | 0010 801-04308 1.000 EACH | 300.00000 300.00| 235.00000 235.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0011 801-06640 6.000 EACH | 50.00000 300.00| 32.00000 192.00| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP | 1500.00000 1500.00| 4200.00000 4200.00| MAINTAINING TRAFFIC | | | 0013 801-07119 12.000 LFT | 25.00000 300.00| 19.40000 232.80| BARRICADE, III-B | | | 0014 802-76025 6.000 SFT | 25.00000 150.00| 21.50000 129.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0015 802-76065 11.000 LFT | 55.00000 605.00| 44.00000 484.00| SIGN POST, B | | | SECTION TOTALS | $ 37,962.00| $ 45,721.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 37,962.00| $ 45,721.80| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 185 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 65 CALL ORDER : 185 CONTRACT ID : R -28095-B COUNTIES : BOONE MARION LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,815,900.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,968,869.31 105.4323% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 189 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,448,929.64 ROUTE : CALL ORDER : 189 CONTRACT ID : R -28101-B COUNTIES : BOONE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,483,650.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 3,678,184.00 105.5842% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( ) |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 47000.00000 47000.00| 52000.00000 52000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2200.00000 26400.00| 1800.00000 21600.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 151193.45000 151193.45| 183924.10000 183924.10| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 18000.00000 18000.00| 36784.82000 36784.82| CLEARING RIGHT OF WAY | | | 0007 202-02240 15.000 m2 | 35.00000 525.00| 43.00000 645.00| PAVEMENT REMOVAL | | | 0008 202-51330 LUMP | 44000.00000 44000.00| 135008.28000 135008.28| PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 8729.000 m3 | 18.00000 157122.00| 14.00000 122206.00| EXCAVATION, COMMON | | | 0010 205-02236 12.000 EACH | 72.00000 864.00| 80.00000 960.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-06931 80.000 Mg | 45.00000 3600.00| 68.00000 5440.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06937 1344.000 m | 4.00000 5376.00| 4.50000 6048.00| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 189 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,448,929.64 ROUTE : CALL ORDER : 189 CONTRACT ID : R -28101-B COUNTIES : BOONE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( ) |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 206-51230 185.000 m3 | 32.00000 5920.00| 30.00000 5550.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 207-08268 16754.000 m2 | 15.00000 251310.00| 11.75000 196859.50| SUBGRADE TREATMENT, TYPE IV | | | 0015 210-07314 34.000 m | 225.00000 7650.00| 90.00000 3060.00| FORCE MAIN , 50 mm | | | 0016 210-07877 1.000 EACH | 3050.00000 3050.00| 2400.00000 2400.00| RECONSTRUCT STR. NO. 201, BENCHWALLS | | | AND CONNECTION | | | 0017 211-06467 60.000 m3 | 93.00000 5580.00| 87.00000 5220.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 6607.000 m3 | 25.00000 165175.00| 25.50000 168478.50| STRUCTURE BACKFILL | | | 0019 213-08058 12.000 m3 | 130.00000 1560.00| 150.00000 1800.00| FLOWABLE BACKFILL | | | 0020 302-07455 40.000 m3 | 80.00000 3200.00| 75.50000 3020.00| DENSE GRADED SUBBASE | | | 0021 303-01180 755.000 Mg | 30.00000 22650.00| 24.75000 18686.25| COMPACTED AGGREGATE, NO. 53 | | | 0022 303-07449 15.000 Mg | 35.00000 525.00| 40.00000 600.00| COMPACTED AGGREGATE, NO. 73 | | | 0023 304-07492 62.000 Mg | 110.00000 6820.00| 80.00000 4960.00| WIDENING WITH HMA, TYPE A | | | 0024 306-08043 107.000 m2 | 24.00000 2568.00| 28.00000 2996.00| MILLING, TRANSITION | | | 0025 401-07327 1246.000 Mg | 50.00000 62300.00| 54.50000 67907.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0026 401-07397 2076.000 Mg | 45.00000 93420.00| 45.50000 94458.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0027 401-07423 6054.000 Mg | 38.00000 230052.00| 40.50000 245187.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0028 401-08333 3091.000 Mg | 45.00000 139095.00| 48.50000 149913.50| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0029 406-05520 12.000 Mg | 200.00000 2400.00| 110.00000 1320.00| ASPHALT FOR TACK COAT | | | 0030 601-01522 2.000 EACH | 1650.00000 3300.00| 1640.00000 3280.00| GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01701 2.000 EACH | 1615.00000 3230.00| 1605.00000 3210.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 189 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,448,929.64 ROUTE : CALL ORDER : 189 CONTRACT ID : R -28101-B COUNTIES : BOONE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( ) |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-01846 1.000 EACH | 1570.00000 1570.00| 1560.00000 1560.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-94689 1.000 EACH | 2020.00000 2020.00| 2010.00000 2010.00| GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 21.000 m | 43.00000 903.00| 42.00000 882.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 604-07900 190.000 m2 | 90.00000 17100.00| 113.75000 21612.50| CURB RAMP, CONCRETE, F | | | 0036 604-07902 72.000 m2 | 90.00000 6480.00| 160.00000 11520.00| CURB RAMP, CONCRETE, H | | | 0037 604-91531 3615.000 m2 | 34.00000 122910.00| 37.50000 135562.50| SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06120 15.000 m | 90.00000 1350.00| 112.00000 1680.00| CURB, CONCRETE | | | 0039 605-06140 2219.000 m | 37.00000 82103.00| 47.25000 104847.75| CURB AND GUTTER, CONCRETE | | | 0040 605-06145 22.000 m | 90.00000 1980.00| 56.00000 1232.00| CURB AND GUTTER, B, CONCRETE | | | 0041 610-06257 258.000 m2 | 66.00000 17028.00| 60.00000 15480.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0042 610-07486 184.000 Mg | 85.00000 15640.00| 88.00000 16192.00| HMA FOR APPROACHES, TYPE A | | | 0043 611-05330 2499.000 m2 | 44.00000 109956.00| 54.50000 136195.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 20.000 EACH | 170.00000 3400.00| 165.00000 3300.00| MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 6.000 EACH | 230.00000 1380.00| 225.00000 1350.00| MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06505 4.000 EACH | 500.00000 2000.00| 490.00000 1960.00| MONUMENT, B | | | 0047 615-06510 1.000 EACH | 435.00000 435.00| 425.00000 425.00| MONUMENT, C | | | 0048 615-06527 1.000 EACH | 440.00000 440.00| 430.00000 430.00| MONUMENT, SECTION CORNER | | | 0049 616-02320 537.000 m2 | 3.00000 1611.00| 2.75000 1476.75| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 189 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,448,929.64 ROUTE : CALL ORDER : 189 CONTRACT ID : R -28101-B COUNTIES : BOONE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( ) |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 616-06405 378.000 Mg | 35.00000 13230.00| 26.50000 10017.00| RIPRAP, REVETMENT | | | 0051 621-06575 5989.000 m2 | 3.00000 17967.00| 4.50000 26950.50| SODDING, NURSERY | | | 0052 701-91792 14.000 EACH | 80.00000 1120.00| 80.00000 1120.00| PILE TIP, STEEL H | | | 0053 701-93658 231.000 m | 110.00000 25410.00| 104.50000 24139.50| PILE, STEEL H, HP 310 X 93 | | | 0054 702-93722 16.000 m3 | 355.00000 5680.00| 335.00000 5360.00| CONCRETE, C , IN SIDEWALK | | | 0055 703-51032 27639.000 kg | 2.05000 56659.95| 1.85000 51132.15| REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 156.000 m3 | 630.00000 98280.00| 595.00000 92820.00| CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-06349 48.000 m | 295.00000 14160.00| 295.00000 14160.00| RAILING, TX | | | 0058 706-06372 4.000 EACH | 1742.50000 6970.00| 1742.50000 6970.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0059 707-05984 165.000 m | 620.00000 102300.00| 585.00000 96525.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0060 709-51821 LUMP | 2816.00000 2816.00| 2816.00000 2816.00| SURFACE SEAL | | | 0061 715-01336 2.000 EACH | 2050.00000 4100.00| 1560.00000 3120.00| GATE VALVE, 300 mm , WITH VALVE BOX | | | 0062 715-01383 1.000 EACH | 6600.00000 6600.00| 7700.00000 7700.00| INSERTION VALVE, 200 mm | | | 0063 715-01902 51.000 m | 255.00000 13005.00| 76.00000 3876.00| WATER SERVICE LINE, 50 mm | | | 0064 715-04612 75.000 m | 450.00000 33750.00| 320.00000 24000.00| PIPE INSTALLATION, TRENCHLESS, 400 mm | | | 0065 715-05024 8.000 m | 290.00000 2320.00| 309.00000 2472.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0066 715-05048 2996.000 m | 9.30000 27862.80| 13.25000 39697.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0067 715-05149 44.000 m | 160.00000 7040.00| 96.50000 4246.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0068 715-05151 384.000 m | 140.00000 53760.00| 75.50000 28992.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 189 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,448,929.64 ROUTE : CALL ORDER : 189 CONTRACT ID : R -28101-B COUNTIES : BOONE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( ) |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 715-05152 662.000 m | 120.00000 79440.00| 85.50000 56601.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0070 715-05154 58.000 m | 150.00000 8700.00| 140.75000 8163.50| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0071 715-05156 252.000 m | 200.00000 50400.00| 187.00000 47124.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0072 715-05407 38.000 m | 22.00000 836.00| 20.00000 760.00| PIPE, END BENT DRAIN, 150 mm | | | 0073 715-05408 409.000 m | 195.00000 79755.00| 89.00000 36401.00| PIPE, SANITARY SEWER, 200 mm | | | 0074 715-05711 142.000 m | 205.00000 29110.00| 94.50000 13419.00| PIPE, SANITARY SEWER, 150 mm ,SERVICE | | | LATERAL | | | 0075 715-07556 LUMP | 9100.00000 9100.00| 12000.00000 12000.00| FORCE MAIN ,PVC, RELOCATE | | | 0076 715-08283 15.000 m2 | 200.00000 3000.00| 170.00000 2550.00| PCCP FOR STRUCTURE INSTALLATION | | | 0077 715-08305 5.000 Mg | 150.00000 750.00| 170.00000 850.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0078 715-46005 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| PIPE END SECTION, 375 mm | | | 0079 715-46030 2.000 EACH | 630.00000 1260.00| 900.00000 1800.00| PIPE END SECTION, 750 mm | | | 0080 715-46040 1.000 EACH | 1000.00000 1000.00| 900.00000 900.00| PIPE END SECTION, 900 mm | | | 0081 715-96669 1515.000 m | 220.00000 333300.00| 210.00000 318150.00| WATER MAIN, DUCTILE IRON, 400 mm | | | 0082 718-06532 1000.000 m | 3.30000 3300.00| 3.25000 3250.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0083 718-52610 634.000 m3 | 35.00000 22190.00| 41.75000 26469.50| AGGREGATE FOR UNDERDRAINS | | | 0084 718-99153 9158.000 m2 | 1.80000 16484.40| 1.75000 16026.50| GEOTEXTILES FOR UNDERDRAIN | | | 0085 720-44000 1.000 EACH | 450.00000 450.00| 600.00000 600.00| CASTING, ADJUST TO GRADE | | | 0086 720-45260 8.000 EACH | 1100.00000 8800.00| 900.00000 7200.00| PIPE CATCH BASIN, 300 mm | | | 0087 720-45410 19.000 EACH | 2200.00000 41800.00| 2560.00000 48640.00| MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 189 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,448,929.64 ROUTE : CALL ORDER : 189 CONTRACT ID : R -28101-B COUNTIES : BOONE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( ) |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 720-45510 4.000 EACH | 3900.00000 15600.00| 5575.00000 22300.00| MANHOLE, C4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0089 720-45510 6.000 EACH | 3100.00000 18600.00| 3500.00000 21000.00| MANHOLE, C4, MODIFIED SANITARY | | | 0090 720-45515 1.000 EACH | 8100.00000 8100.00| 7125.00000 7125.00| MANHOLE, D4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0091 720-93409 46.000 EACH | 2600.00000 119600.00| 2805.00000 129030.00| INLET, B15, MODIFIED | | | 0092 720-93411 10.000 EACH | 2600.00000 26000.00| 2895.00000 28950.00| INLET, C15, MODIFIED | | | 0093 720-95422 7.000 EACH | 3700.00000 25900.00| 4700.00000 32900.00| MANHOLE, J4 | | | 0094 728-98377 LUMP | 1879.20000 1879.20| 1879.20000 1879.20| MASONRY COATING | | | 0095 732-02744 4.000 EACH | 770.00000 3080.00| 1000.00000 4000.00| GATE VALVE AND BOX, 150 mm | | | 0096 732-02874 9.000 EACH | 360.00000 3240.00| 625.00000 5625.00| CURB STOP AND BOX 18.75mm | | | 0097 732-02874 14.000 EACH | 385.00000 5390.00| 870.00000 12180.00| CURB STOP AND BOX 25mm | | | 0098 732-02874 1.000 EACH | 610.00000 610.00| 1215.00000 1215.00| CURB STOP AND BOX 50mm | | | 0099 732-03053 14.000 EACH | 1020.00000 14280.00| 1110.00000 15540.00| METER PIT AND BOX, DUAL | | | 0100 732-03053 9.000 EACH | 1010.00000 9090.00| 835.00000 7515.00| METER PIT AND BOX, SINGLE | | | 0101 732-03273 3.000 EACH | 7600.00000 22800.00| 5000.00000 15000.00| HYDRA STOP , 150 mm | | | 0102 732-03942 3.000 EACH | 2050.00000 6150.00| 2385.00000 7155.00| HYDRANT ,POST ASSEMBLY | | | 0103 732-04836 20.000 EACH | 2350.00000 47000.00| 3785.00000 75700.00| GATE VALVE 400mm, WITH VALVE BOX | | | 0104 732-04932 1.000 EACH | 6100.00000 6100.00| 2825.00000 2825.00| TAPPING TEE AND VALVE, WITH VALVE BOX | | | 150mm | | | 0105 732-05923 92.000 m | 130.00000 11960.00| 81.25000 7475.00| WATER SERVICE LINE, 25 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 189 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,448,929.64 ROUTE : CALL ORDER : 189 CONTRACT ID : R -28101-B COUNTIES : BOONE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( ) |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 732-90573 74.000 m | 125.00000 9250.00| 58.75000 4347.50| WATER SERVICE LINE, 18.75 mm | | | 0107 732-91738 20.000 m | 305.00000 6100.00| 300.00000 6000.00| WATER MAIN, DUCTILE IRON, 150 mm | | | 0108 732-91742 5.000 EACH | 1000.00000 5000.00| 800.00000 4000.00| FIRE HYDRANT ,REMOVE | | | 0109 732-91742 12.000 EACH | 3300.00000 39600.00| 4260.00000 51120.00| FIRE HYDRANT ASSEMBLY | | | 0110 732-94780 9.000 EACH | 205.00000 1845.00| 600.00000 5400.00| WATER SERVICE CONNECTION ,18.75mm | | | 0111 732-94780 14.000 EACH | 230.00000 3220.00| 600.00000 8400.00| WATER SERVICE CONNECTION ,25mm | | | 0112 732-94780 3.000 EACH | 255.00000 765.00| 725.00000 2175.00| WATER SERVICE CONNECTION ,50mm | | | 0113 732-96670 21.000 m | 380.00000 7980.00| 275.00000 5775.00| WATER MAIN, DUCTILE IRON, 300 mm | | | 0114 801-04308 4.000 EACH | 200.00000 800.00| 225.00000 900.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0115 801-06207 896.000 m | 3.00000 2688.00| 3.50000 3136.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0116 801-06218 23.000 m | 18.00000 414.00| 20.00000 460.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0117 801-06625 9.000 EACH | 67.00000 603.00| 73.50000 661.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0118 801-06640 8.000 EACH | 100.00000 800.00| 110.75000 886.00| CONSTRUCTION SIGN, A | | | 0119 801-06645 4.000 EACH | 47.00000 188.00| 50.50000 202.00| CONSTRUCTION SIGN, B | | | 0120 801-06775 LUMP | 11000.00000 11000.00| 124674.00000 124674.00| MAINTAINING TRAFFIC | | | 0121 801-07119 32.000 m | 41.00000 1312.00| 45.25000 1448.00| BARRICADE, III-B | | | 0122 802-05701 74.000 m | 45.00000 3330.00| 50.00000 3700.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0123 802-07127 5.000 m2 | 210.00000 1050.00| 235.00000 1175.00| SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.54 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 189 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,448,929.64 ROUTE : CALL ORDER : 189 CONTRACT ID : R -28101-B COUNTIES : BOONE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( ) |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0124 802-76025 10.000 m2 | 200.00000 2000.00| 225.00000 2250.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0125 808-06703 80.000 m | 0.80000 64.00| 0.85000 68.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0126 808-75240 94.000 m | 0.80000 75.20| 0.85000 79.90| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0127 808-75245 2984.000 m | 0.80000 2387.20| 0.85000 2536.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0128 808-75297 72.000 m | 10.00000 720.00| 11.00000 792.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0129 808-75300 214.000 m | 1.70000 363.80| 1.85000 395.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0130 808-75320 6.000 EACH | 56.00000 336.00| 65.00000 390.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0131 808-75325 6.000 EACH | 80.00000 480.00| 90.00000 540.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 3,483,650.00| $ 3,678,184.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,483,650.00| $ 3,678,184.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,419,807.50 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28160-A COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. $ 1,093,844.40 100.0000% ==================================================================================================================================== |( 1 ) 37-0797609 |( ) |( ) |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 1200.00000 14400.00| | FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 29.000 m2 | 11.00000 319.00| | PAVEMENT REMOVAL | | | 0008 203-02000 7530.000 m3 | 9.50000 71535.00| | EXCAVATION, COMMON | | | 0009 205-03371 250.000 m3 | 11.75000 2937.50| | SEDIMENT REMOVE | | | 0010 205-06931 70.000 Mg | 19.50000 1365.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 2.000 EACH | 110.00000 220.00| | TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06936 377.000 Mg | 21.50000 8105.50| | TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 50.000 m | 14.00000 700.00| | TEMPORARY SILT FENCE | | | 0014 206-51220 63.000 m3 | 18.50000 1165.50| | EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,419,807.50 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28160-A COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( ) |( ) |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 206-93520 500.000 m2 | 180.00000 90000.00| | TEMPORARY SHEET PILING | | | 0016 207-08262 5525.000 m2 | 6.00000 33150.00| | SUBGRADE TREATMENT, TYPE I | | | 0017 211-02050 1550.000 m3 | 24.30000 37665.00| | B BORROW | | | 0018 211-07454 1420.000 m3 | 27.00000 38340.00| | STRUCTURE BACKFILL | | | 0019 301-07448 3306.000 Mg | 18.50000 61161.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-02051 150.000 Mg | 17.50000 2625.00| | STONE, 2 | | | 0021 402-07433 160.000 Mg | 74.00000 11840.00| | HMA SURFACE, TYPE B | | | 0022 402-07438 545.000 Mg | 53.50000 29157.50| | HMA INTERMEDIATE, TYPE B | | | 0023 406-05520 2.000 Mg | 260.00000 520.00| | ASPHALT FOR TACK COAT | | | 0024 502-06329 926.000 m2 | 86.50000 80099.00| | PCCP, 300 mm | | | 0025 503-05240 159.000 m | 37.50000 5962.50| | D-1 CONTRACTION JOINT | | | 0026 601-07009 4.000 EACH | 8700.00000 34800.00| | IMPACT ATTENUATOR, LS, W1, TL-1 | | | 0027 602-06729 16.000 EACH | 7.75000 124.00| | BARRIER DELINEATOR | | | 0028 603-92636 339.000 m | 52.00000 17628.00| | FENCE, CHAIN LINK, 1830 mm | | | 0029 605-06120 214.000 m | 74.00000 15836.00| | CURB, CONCRETE | | | 0030 605-06255 6.000 m2 | 140.00000 840.00| | CENTER CURB, D, CONCRETE | | | 0031 610-07487 1210.000 Mg | 58.00000 70180.00| | HMA FOR APPROACHES, TYPE B | | | 0033 615-06505 3.000 EACH | 510.00000 1530.00| | MONUMENT, B | | | 0034 616-02320 795.000 m2 | 2.00000 1590.00| | GEOTEXTILES | | | 0035 616-05688 67.000 Mg | 27.50000 1842.50| | RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,419,807.50 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28160-A COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( ) |( ) |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 616-06405 437.000 Mg | 24.50000 10706.50| | RIPRAP, REVETMENT | | | 0037 616-06451 14.000 Mg | 29.00000 406.00| | RIPRAP, UNIFORM | | | 0038 621-01004 10.000 EACH | 890.00000 8900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 2.000 Mg | 560.00000 1120.00| | FERTILIZER | | | 0040 621-06554 162.000 kg | 10.00000 1620.00| | SEED MIXTURE, U | | | 0041 621-06557 143.000 kg | 3.50000 500.50| | SEED MIXTURE, T | | | 0042 621-06565 12.000 Mg | 390.00000 4680.00| | MULCHING MATERIAL | | | 0043 621-06567 35.000 kL | 1.10000 38.50| | WATER | | | 0044 621-06574 1916.000 m2 | 3.90000 7472.40| | SODDING | | | 0045 701-51190 28.000 m | 220.00000 6160.00| | PILE, STEEL H, HP 250 X 62 | | | 0046 701-91792 10.000 EACH | 170.00000 1700.00| | PILE TIP, STEEL H | | | 0047 702-51015 14.000 m3 | 370.00000 5180.00| | CONCRETE, B, FOOTINGS | | | 0048 703-51032 35420.000 kg | 1.71000 60568.20| | REINFORCING STEEL, EPOXY COATED | | | 0049 706-51020 46.000 m3 | 550.00000 25300.00| | CONCRETE, C, RAILING | | | 0050 709-51821 LUMP | 6000.00000 6000.00| | SURFACE SEAL | | | 0051 715-01354 50.000 m | 24.00000 1200.00| | CLEAN EXISTING PIPE | | | 0052 715-03475 1.000 EACH | 390.00000 390.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0053 715-05118 7.000 m | 120.00000 840.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0054 715-05119 13.000 m | 140.00000 1820.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,419,807.50 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28160-A COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( ) |( ) |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 715-05241 29.000 m | 360.00000 10440.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0056 715-07030 2.000 EACH | 2500.00000 5000.00| | SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.82 m2 | | | 0057 715-46000 2.000 EACH | 250.00000 500.00| | PIPE END SECTION, 300 mm | | | 0058 720-07302 2.000 EACH | 2300.00000 4600.00| | INLET TYPE HA, WITH SLOTTED DRAIN , | | | MODIFIED | | | 0059 720-45130 1.000 EACH | 1100.00000 1100.00| | INLET, E7, MODIFIED | | | 0060 723-07659 10.000 m | 4200.00000 42000.00| | STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | 0061 731-93945 507.000 m2 | 210.00000 106470.00| | FACE PANELS, CONCRETE | | | 0062 731-93946 507.000 m2 | 31.50000 15970.50| | WALL ERECTION | | | 0063 731-93947 175.000 m | 52.50000 9187.50| | LEVELING PAD, CONCRETE | | | 0064 732-07653 2042.000 Mg | 22.00000 44924.00| | COARSE AGGREGATE, NO. 8 | | | 0065 801-04308 2.000 EACH | 460.00000 920.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06640 8.000 EACH | 190.00000 1520.00| | CONSTRUCTION SIGN, A | | | 0067 801-06645 4.000 EACH | 39.00000 156.00| | CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP | 2700.00000 2700.00| | MAINTAINING TRAFFIC | | | 0069 801-07118 80.000 m | 75.50000 6040.00| | BARRICADE, III-A | | | 0070 802-05701 14.000 m | 34.50000 483.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-76025 2.000 m2 | 230.00000 460.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,419,807.50 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28160-A COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( ) |( ) |FEUTZ CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-06694 14.000 m | 22.00000 308.00| | LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0073 808-06713 1330.000 m | 0.60000 798.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 933.000 m | 0.60000 559.80| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-06716 340.000 m | 1.05000 357.00| | LINE, REMOVE | | | 0076 808-06726 41.000 m | 7.50000 307.50| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0077 202-01000 LUMP | 3500.00000 3500.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0078 604-05250 187.000 m | 23.00000 4301.00| | PREFORMED JOINT MATERIAL, 13.0 mm | | | SECTION TOTALS | $ 1,093,844.40| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,093,844.40| $ 3,678,184.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,560,631.04 ROUTE : OLD STATE ROAD 15 CALL ORDER : 211 CONTRACT ID : R -28161-A COUNTIES : WABASH LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/25/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,514,677.74 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 4,546,130.19 100.6967% 3 35-0997978 PHEND & BROWN, INC. $ 4,838,137.74 107.1646% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 75375.00000 75375.00| 88334.64000 88334.64 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1500.00000 27000.00| 1350.00000 24300.00| 1600.00000 28800.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 240000.00000 240000.00| 220000.00000 220000.00| 242944.00000 242944.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 144000.00000 144000.00| 130000.00000 130000.00| 125000.00000 125000.00 CLEARING RIGHT OF WAY | | | 0007 202-02236 99.000 m2 | 12.00000 1188.00| 20.00000 1980.00| 12.00000 1188.00 SURFACE, REMOVE | | | 0008 202-02241 40.000 m | 30.00000 1200.00| 10.00000 400.00| 10.00000 400.00 GUARDRAIL, REMOVE | | | 0009 202-02271 9.000 EACH | 600.00000 5400.00| 140.00000 1260.00| 600.00000 5400.00 HEADWALL, REMOVE | | | 0010 202-51328 LUMP | 24000.00000 24000.00| 19200.00000 19200.00| 24000.00000 24000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 25 | | | 0011 202-51328 LUMP | 22000.00000 22000.00| 16200.00000 16200.00| 22000.00000 22000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 43 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,560,631.04 ROUTE : OLD STATE ROAD 15 CALL ORDER : 211 CONTRACT ID : R -28161-A COUNTIES : WABASH LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-51328 LUMP | 13000.00000 13000.00| 9200.00000 9200.00| 13000.00000 13000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. WABASH 11 | | | 0013 202-51328 LUMP | 24000.00000 24000.00| 32200.00000 32200.00| 24000.00000 24000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. WABASH 910 | | | 0014 202-51330 LUMP | 32000.00000 32000.00| 86200.00000 86200.00| 32000.00000 32000.00 PRESENT STRUCTURE, REMOVE , STR. NO. | | | WABASH 10 | | | 0015 202-91385 2.000 EACH | 500.00000 1000.00| 300.00000 600.00| 300.00000 600.00 INLET, REMOVE | | | 0016 203-02000 18662.000 m3 | 20.70000 386303.40| 16.00000 298592.00| 15.00000 279930.00 EXCAVATION, COMMON | | | 0017 203-02070 6195.000 m3 | 8.00000 49560.00| 25.50000 157972.50| 30.00000 185850.00 BORROW | | | 0018 203-51223 50.000 m3 | 100.00000 5000.00| 43.00000 2150.00| 100.00000 5000.00 EXCAVATION, WATERWAY | | | 0019 205-06931 639.000 Mg | 5.00000 3195.00| 25.00000 15975.00| 30.00000 19170.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 1.000 EACH | 25.00000 25.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 569.000 m | 4.00000 2276.00| 4.54000 2583.26| 4.54000 2583.26 TEMPORARY SILT FENCE | | | 0022 207-08265 23006.000 m2 | 10.00000 230060.00| 5.75000 132284.50| 6.55000 150689.30 SUBGRADE TREATMENT, TYPE IIA | | | 0023 211-02050 50.000 m3 | 40.00000 2000.00| 50.00000 2500.00| 32.50000 1625.00 B BORROW | | | 0024 211-07454 1933.000 m3 | 34.00000 65722.00| 50.00000 96650.00| 29.00000 56057.00 STRUCTURE BACKFILL | | | 0025 301-07448 994.000 Mg | 29.00000 28826.00| 25.00000 24850.00| 31.00000 30814.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-07449 41.000 Mg | 50.00000 2050.00| 25.00000 1025.00| 52.00000 2132.00 COMPACTED AGGREGATE, NO. 73 | | | 0027 303-07662 29.000 Mg | 50.00000 1450.00| 50.00000 1450.00| 15.00000 435.00 STONE , No. 11 | | | 0028 303-60012 31.000 Mg | 15.00000 465.00| 25.00000 775.00| 15.00000 465.00 AGGREGATE, 2 | | | 0029 303-97820 31.000 Mg | 15.00000 465.00| 30.00000 930.00| 15.00000 465.00 AGGREGATE, 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,560,631.04 ROUTE : OLD STATE ROAD 15 CALL ORDER : 211 CONTRACT ID : R -28161-A COUNTIES : WABASH LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 304-07492 1550.000 Mg | 40.00000 62000.00| 50.00000 77500.00| 35.00000 54250.00 WIDENING WITH HMA, TYPE A | | | 0031 306-08033 99.000 m2 | 27.00000 2673.00| 0.01000 0.99| 13.00000 1287.00 MILLING, ASPHALT, 25 mm | | | 0032 306-08034 256.000 m2 | 11.00000 2816.00| 6.00000 1536.00| 11.00000 2816.00 MILLING, ASPHALT, 38 mm | | | 0033 306-08043 56.000 m2 | 35.00000 1960.00| 12.00000 672.00| 16.00000 896.00 MILLING, TRANSITION | | | 0034 401-06264 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0035 401-07320 5038.000 Mg | 40.00000 201520.00| 47.00000 236786.00| 41.00000 206558.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0036 401-07389 8434.000 Mg | 33.00000 278322.00| 38.00000 320492.00| 39.00000 328926.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07422 15225.000 Mg | 34.00000 517650.00| 35.00000 532875.00| 39.00000 593775.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0038 401-08333 7883.000 Mg | 37.00000 291671.00| 40.50000 319261.50| 46.00000 362618.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0039 402-07450 2989.000 Mg | 37.00000 110593.00| 35.35000 105661.15| 39.00000 116571.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0040 405-05517 3.000 Mg | 0.01000 0.03| 0.01000 0.03| 0.01000 0.03 ASPHALT FOR PRIME COAT | | | 0041 406-05520 55.000 Mg | 5.00000 275.00| 275.00000 15125.00| 240.00000 13200.00 ASPHALT FOR TACK COAT | | | 0042 601-01846 8.000 EACH | 1800.00000 14400.00| 1575.00000 12600.00| 1575.00000 12600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , MODIFIED | | | 0043 601-02103 27.000 m | 104.00000 2808.00| 58.40000 1576.80| 58.40000 1576.80 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0044 601-06037 2.000 EACH | 800.00000 1600.00| 720.00000 1440.00| 720.00000 1440.00 GUARDRAIL END TREATMENT, I | | | 0045 601-06374 16.000 EACH | 700.00000 11200.00| 670.00000 10720.00| 670.00000 10720.00 GUARDRAIL TRANSITION, TGS-1 | | | 0046 601-94689 10.000 EACH | 3500.00000 35000.00| 2025.00000 20250.00| 2025.00000 20250.00 GUARDRAIL END TREATMENT, OS | | | 0047 601-97774 1.000 EACH | 1000.00000 1000.00| 1050.00000 1050.00| 1050.00000 1050.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,560,631.04 ROUTE : OLD STATE ROAD 15 CALL ORDER : 211 CONTRACT ID : R -28161-A COUNTIES : WABASH LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 601-99105 1025.000 m | 44.00000 45100.00| 41.00000 42025.00| 41.00000 42025.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0049 603-06040 1632.000 m | 21.00000 34272.00| 14.80000 24153.60| 14.80000 24153.60 FENCE, FARM FIELD, 1190 mm | | | 0050 603-96042 1.000 EACH | 960.00000 960.00| 1850.00000 1850.00| 1850.00000 1850.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0051 610-07486 766.000 Mg | 60.00000 45960.00| 65.00000 49790.00| 61.00000 46726.00 HMA FOR APPROACHES, TYPE A | | | 0052 611-06497 23.000 EACH | 115.00000 2645.00| 168.00000 3864.00| 168.00000 3864.00 MAILBOX ASSEMBLY, SINGLE | | | 0053 611-06498 2.000 EACH | 165.00000 330.00| 220.00000 440.00| 220.00000 440.00 MAILBOX ASSEMBLY, DOUBLE | | | 0054 615-06505 13.000 EACH | 445.00000 5785.00| 435.00000 5655.00| 435.00000 5655.00 MONUMENT, B | | | 0055 616-02320 2407.000 m2 | 3.45000 8304.15| 1.90000 4573.30| 2.20000 5295.40 GEOTEXTILES | | | 0056 616-05688 70.000 Mg | 58.00000 4060.00| 35.00000 2450.00| 58.00000 4060.00 RIPRAP, CLASS 1 | | | 0057 616-05689 215.000 Mg | 50.00000 10750.00| 35.00000 7525.00| 50.00000 10750.00 RIPRAP, CLASS 2 | | | 0058 616-06405 1070.000 Mg | 37.00000 39590.00| 30.00000 32100.00| 33.00000 35310.00 RIPRAP, REVETMENT | | | 0059 616-06451 131.000 Mg | 44.00000 5764.00| 30.00000 3930.00| 35.00000 4585.00 RIPRAP, UNIFORM | | | 0060 619-05926 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , STR. NO. WABASH | | | 910 | | | 0061 619-95457 LUMP | 21500.00000 21500.00| 25000.00000 25000.00| 21500.00000 21500.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. WABASH 910 | | | 0062 621-01004 5.000 EACH | 350.00000 1750.00| 350.00000 1750.00| 350.00000 1750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-04258 1.000 kg | 5.98000 5.98| 5.98000 5.98| 5.98000 5.98 SEED MIXTURE | | | 0064 621-06545 4.000 Mg | 570.00000 2280.00| 570.00000 2280.00| 570.00000 2280.00 FERTILIZER | | | 0065 621-06553 771.000 kg | 5.98000 4610.58| 5.98000 4610.58| 5.98000 4610.58 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 211 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,560,631.04 ROUTE : OLD STATE ROAD 15 CALL ORDER : 211 CONTRACT ID : R -28161-A COUNTIES : WABASH LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 621-06565 19.000 Mg | 435.00000 8265.00| 435.00000 8265.00| 435.00000 8265.00 MULCHING MATERIAL | | | 0067 621-06574 22164.000 m2 | 2.50000 55410.00| 3.05000 67600.20| 3.05000 67600.20 SODDING | | | 0068 702-51863 726.000 EACH | 12.50000 9075.00| 7.00000 5082.00| 12.50000 9075.00 FIELD DRILLED HOLE IN CONCRETE | | | 0069 703-51032 13552.000 kg | 1.65000 22360.80| 2.50000 33880.00| 1.65000 22360.80 REINFORCING STEEL, EPOXY COATED | | | 0070 704-51002 122.000 m3 | 1400.00000 170800.00| 1180.00000 143960.00| 1400.00000 170800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-06344 20.000 m | 363.00000 7260.00| 250.00000 5000.00| 250.00000 5000.00 RAILING, TS-1 | | | 0072 706-06344 54.000 m | 296.00000 15984.00| 172.00000 9288.00| 172.00000 9288.00 RAILING, TS-1 , MODIFIED | | | 0073 709-51821 LUMP | 2400.00000 2400.00| 2420.00000 2420.00| 2400.00000 2400.00 SURFACE SEAL | | | 0074 709-51821 LUMP | 1200.00000 1200.00| 1280.00000 1280.00| 1200.00000 1200.00 SURFACE SEAL , STR. NO. WABASH 11 | | | 0075 709-51821 LUMP | 1900.00000 1900.00| 1920.00000 1920.00| 1900.00000 1900.00 SURFACE SEAL , STR. NO. WABASH 910 | | | 0076 710-51870 18.000 m2 | 650.00000 11700.00| 130.00000 2340.00| 650.00000 11700.00 REPOINTING MASONRY IN STRUCTURES | | | 0077 711-51035 1900.000 kg | 12.00000 22800.00| 14.00000 26600.00| 12.00000 22800.00 STRUCTURAL STEEL | | | 0078 711-96800 462.000 EACH | 4.00000 1848.00| 13.00000 6006.00| 4.00000 1848.00 STUD SHEAR CONNECTOR | | | 0079 714-01366 22.000 m | 3300.00000 72600.00| 2500.00000 55000.00| 1800.00000 39600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0080 715-05019 35.000 m | 230.00000 8050.00| 150.00000 5250.00| 500.00000 17500.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0081 715-05048 12924.000 m | 6.50000 84006.00| 9.25000 119547.00| 6.57000 84910.68 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0082 715-05049 60.000 m | 68.00000 4080.00| 100.00000 6000.00| 29.00000 1740.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0083 715-05051 60.000 m | 70.00000 4200.00| 100.00000 6000.00| 30.00000 1800.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0084 715-05053 418.000 m | 30.00000 12540.00| 45.00000 18810.00| 30.00000 12540.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 211 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,560,631.04 ROUTE : OLD STATE ROAD 15 CALL ORDER : 211 CONTRACT ID : R -28161-A COUNTIES : WABASH LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 715-05119 37.000 m | 85.00000 3145.00| 120.00000 4440.00| 300.00000 11100.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0086 715-05121 29.000 m | 130.00000 3770.00| 130.00000 3770.00| 350.00000 10150.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0087 715-05123 133.000 m | 150.00000 19950.00| 140.00000 18620.00| 400.00000 53200.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0088 715-05125 15.000 m | 250.00000 3750.00| 150.00000 2250.00| 450.00000 6750.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0089 715-05149 8.000 m | 100.00000 800.00| 100.00000 800.00| 125.00000 1000.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0090 715-05151 42.000 m | 98.00000 4116.00| 120.00000 5040.00| 135.00000 5670.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0091 715-05169 718.000 m | 89.00000 63902.00| 110.00000 78980.00| 150.00000 107700.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0092 715-05171 13.000 m | 155.00000 2015.00| 135.00000 1755.00| 160.00000 2080.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0093 715-05173 16.000 m | 160.00000 2560.00| 145.00000 2320.00| 170.00000 2720.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0094 715-05242 17.000 m | 973.00000 16541.00| 650.00000 11050.00| 1340.00000 22780.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0095 715-05253 27.000 m | 1031.00000 27837.00| 700.00000 18900.00| 1740.00000 46980.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.00 | | | m2 | | | 0096 715-05268 24.000 m | 1650.00000 39600.00| 725.00000 17400.00| 2236.00000 53664.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 3.21 | | | m2 | | | 0097 715-06501 2.000 EACH | 1500.00000 3000.00| 750.00000 1500.00| 3000.00000 6000.00 CONCRETE ANCHOR, MIN. AREA 0.83 m2 | | | 0098 715-07149 2.000 EACH | 3700.00000 7400.00| 775.00000 1550.00| 5000.00000 10000.00 CONCRETE ANCHOR, MIN. AREA 3.21 m2 | | | 0099 715-07882 2.000 EACH | 4500.00000 9000.00| 780.00000 1560.00| 4000.00000 8000.00 CONCRETE ANCHOR, MIN. AREA 2.3 m2 | | | 0100 715-46005 113.000 EACH | 245.00000 27685.00| 125.00000 14125.00| 300.00000 33900.00 PIPE END SECTION, 375 mm | | | 0101 715-46010 6.000 EACH | 293.00000 1758.00| 155.00000 930.00| 350.00000 2100.00 PIPE END SECTION, 450 mm | | | 0102 715-46020 18.000 EACH | 367.00000 6606.00| 175.00000 3150.00| 550.00000 9900.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 211 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,560,631.04 ROUTE : OLD STATE ROAD 15 CALL ORDER : 211 CONTRACT ID : R -28161-A COUNTIES : WABASH LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 715-46030 2.000 EACH | 742.00000 1484.00| 200.00000 400.00| 700.00000 1400.00 PIPE END SECTION, 750 mm | | | 0104 715-46040 2.000 EACH | 848.00000 1696.00| 225.00000 450.00| 1100.00000 2200.00 PIPE END SECTION, 900 mm | | | 0105 718-06531 138.000 EACH | 400.00000 55200.00| 421.00000 58098.00| 400.00000 55200.00 OUTLET PROTECTOR, 3 | | | 0106 718-06532 2000.000 m | 3.00000 6000.00| 3.00000 6000.00| 4.20000 8400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0107 718-52610 2920.000 m3 | 36.00000 105120.00| 36.00000 105120.00| 39.24000 114580.80 AGGREGATE FOR UNDERDRAINS | | | 0108 718-99153 23914.000 m2 | 0.80000 19131.20| 0.80000 19131.20| 1.32000 31566.48 GEOTEXTILES FOR UNDERDRAIN | | | 0109 720-45030 1.000 EACH | 1600.00000 1600.00| 1500.00000 1500.00| 1200.00000 1200.00 INLET, E7 | | | 0110 720-45265 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 900.00000 900.00 PIPE CATCH BASIN, 375 mm | | | 0111 722-02861 25.000 m2 | 150.00000 3750.00| 300.00000 7500.00| 150.00000 3750.00 BOX BEAM PATCHING, PARTIAL DEPTH | | | 0112 723-06660 87.000 m2 | 900.00000 78300.00| 450.00000 39150.00| 900.00000 78300.00 WINGWALL | | | 0113 723-07660 35.000 m | 7000.00000 245000.00| 7770.00000 271950.00| 7000.00000 245000.00 STRUCTURE, PRECAST THREE-SIDED, 8530 mm | | | X 3350 mm | | | 0114 732-08419 126.000 m2 | 95.00000 11970.00| 95.00000 11970.00| 115.65000 14571.90 MODULAR BLOCK WALL | | | 0115 732-08421 126.000 m2 | 125.00000 15750.00| 125.00000 15750.00| 243.52000 30683.52 MODULAR BLOCK WALL ERECTION | | | 0116 801-04308 18.000 EACH | 150.00000 2700.00| 250.00000 4500.00| 280.00000 5040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0117 801-06625 26.000 EACH | 95.00000 2470.00| 95.00000 2470.00| 170.00000 4420.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0118 801-06640 25.000 EACH | 250.00000 6250.00| 195.00000 4875.00| 170.00000 4250.00 CONSTRUCTION SIGN, A | | | 0119 801-06645 40.000 EACH | 10.00000 400.00| 58.00000 2320.00| 10.00000 400.00 CONSTRUCTION SIGN, B | | | 0120 801-06775 LUMP | 37000.00000 37000.00| 1200.00000 1200.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0121 801-07119 126.000 m | 30.00000 3780.00| 50.00000 6300.00| 28.00000 3528.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 211 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,560,631.04 ROUTE : OLD STATE ROAD 15 CALL ORDER : 211 CONTRACT ID : R -28161-A COUNTIES : WABASH LETTING DATE : 07/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 802-05701 105.000 m | 60.00000 6300.00| 36.00000 3780.00| 36.00000 3780.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0123 802-07127 2.000 m2 | 450.00000 900.00| 290.00000 580.00| 290.00000 580.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.54 mm | | | 0124 802-76025 12.000 m2 | 240.00000 2880.00| 175.00000 2100.00| 175.00000 2100.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0125 802-76035 10.000 m2 | 200.00000 2000.00| 161.00000 1610.00| 161.00000 1610.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0126 805-95568 46.000 m | 18.00000 828.00| 18.00000 828.00| 18.00000 828.00 CONDUIT, PVC, 100 mm | | | 0127 808-06713 13414.000 m | 0.32000 4292.48| 0.32000 4292.48| 0.42000 5633.88 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0128 808-75240 508.000 m | 0.82000 416.56| 0.82000 416.56| 0.79000 401.32 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0129 808-75245 11083.000 m | 0.82000 9088.06| 0.82000 9088.06| 0.79000 8755.57 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0130 808-75297 53.000 m | 13.50000 715.50| 13.50000 715.50| 10.00000 530.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0131 213-08058 130.000 m3 | 100.00000 13000.00| 130.00000 16900.00| 86.00000 11180.00 FLOWABLE BACKFILL | | | 0132 715-08305 42.000 Mg | 200.00000 8400.00| 82.00000 3444.00| 94.00000 3948.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | SECTION TOTALS | $ 4,514,677.74| $ 4,546,130.19| $ 4,838,137.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,514,677.74| $ 4,546,130.19| $ 4,838,137.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 48,039.00 ROUTE : 56 CALL ORDER : 215 CONTRACT ID : R -28192-A COUNTIES : SWITZERLAND LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1568035 HOLMAN EXCAVATING $ 20,390.00 100.0000% 2 35-1549010 MCALISTER EXCAVATING CO $ 29,525.00 144.8014% 3 35-2103617 BRYAN`S HAULING & EXCAVATING $ 36,000.00 176.5571% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 36,970.00 181.3144% 5 35-1874009 HAUER EXCAVATING $ 37,700.00 184.8946% ==================================================================================================================================== |( 1 ) 35-1568035 |( 2 ) 35-1549010 |( 3 ) 35-2103617 |HOLMAN EXCAVATING |MCALISTER EXCAVATING CO |BRYAN`S HAULING & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 11910.00000 11910.00| 18000.00000 18000.00| 27500.00000 27500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0002 202-03000 LUMP | 6350.00000 6350.00| 9000.00000 9000.00| 6600.00000 6600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0003 205-06937 200.000 LFT | 2.00000 400.00| 4.50000 900.00| 2.00000 400.00 TEMPORARY SILT FENCE | | | 0004 621-06559 500.000 SYS | 3.46000 1730.00| 3.25000 1625.00| 3.00000 1500.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 20,390.00| $ 29,525.00| $ 36,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 20,390.00| $ 29,525.00| $ 36,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 215 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 48,039.00 ROUTE : 56 CALL ORDER : 215 CONTRACT ID : R -28192-A COUNTIES : SWITZERLAND LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2070195 |( 5 ) 35-1874009 |( ) |ALPHA EXCAVATING & LANDSCAPI |HAUER EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 24750.00000 24750.00| 25000.00000 25000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0002 202-03000 LUMP | 11200.00000 11200.00| 12000.00000 12000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0003 205-06937 200.000 LFT | 0.10000 20.00| 1.00000 200.00| TEMPORARY SILT FENCE | | | 0004 621-06559 500.000 SYS | 2.00000 1000.00| 1.00000 500.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 36,970.00| $ 37,700.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 36,970.00| $ 37,700.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 506,253.42 ROUTE : US 41 CALL ORDER : 221 CONTRACT ID : R -28263-A COUNTIES : LAKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/09/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 402,430.00 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 407,615.00 101.2884% ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1106884 |( ) |HIS CONSTRUCTORS LLC |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-02240 2500.000 SYS | 8.46000 21150.00| 6.00000 15000.00| PAVEMENT REMOVAL | | | 0002 202-03000 LUMP | 40000.00000 40000.00| 70000.00000 70000.00| HOUSES AND BUILDINGS, REMOVE | | | 0003 202-04357 1.000 EACH | 5500.00000 5500.00| 1200.00000 1200.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 3000 THROUGH 6000 GALLONS | | | CAPACITY | | | 0004 202-05544 250.000 GAL | 2.00000 500.00| 1.95000 487.50| REGULATED MATERIALS, DISPOSE, C , SLUDG | | | 0005 202-05544 250.000 GAL | 2.00000 500.00| 1.95000 487.50| REGULATED MATERIALS, DISPOSE, C , | | | SLUDGE FROM TANKS | | | 0006 202-05546 4000.000 TON | 18.00000 72000.00| 20.45000 81800.00| REGULATED MATERIALS, DISPOSE, C | | | 0007 202-05549 250.000 GAL | 2.00000 500.00| 3.00000 750.00| REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0008 202-05549 250.000 GAL | 2.00000 500.00| 3.00000 750.00| REGULATED MATERIALS, REMOVE, C , SLUDGE | | | FROM TANKS | | | 0009 202-05551 4000.000 TON | 5.00000 20000.00| 7.00000 28000.00| REGULATED MATERIALS, REMOVE, C | | | 0010 202-05554 250.000 GAL | 2.00000 500.00| 1.00000 250.00| REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0011 202-05554 250.000 GAL | 2.00000 500.00| 1.00000 250.00| REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE FROM TANKS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 506,253.42 ROUTE : US 41 CALL ORDER : 221 CONTRACT ID : R -28263-A COUNTIES : LAKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1106884 |( ) |HIS CONSTRUCTORS LLC |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-05556 4000.000 TON | 19.00000 76000.00| 15.00000 60000.00| REGULATED MATERIALS, TRANSPORT, C | | | 0013 202-05571 20.000 EACH | 50.00000 1000.00| 55.00000 1100.00| TESTING FOR WASTES (WATER), BENZENE | | | 0014 202-05571 35.000 EACH | 100.00000 3500.00| 56.00000 1960.00| TESTING FOR WASTES , TPH | | | 0015 202-05825 1.000 EACH | 5500.00000 5500.00| 2400.00000 2400.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 6000 THROUGH 10000 | | | GALLONS CAPACITY | | | 0019 203-02000 11000.000 CYS | 3.00000 33000.00| 7.00000 77000.00| EXCAVATION, COMMON | | | 0020 205-06937 200.000 LFT | 4.00000 800.00| 3.60000 720.00| TEMPORARY SILT FENCE | | | 0021 202-05544 4000.000 GAL | 0.25000 1000.00| 0.34000 1360.00| REGULATED MATERIALS, DISPOSE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | 0022 202-05549 4000.000 GAL | 0.15000 600.00| 0.34000 1360.00| REGULATED MATERIALS, REMOVE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | 0023 202-05554 4000.000 GAL | 0.50000 2000.00| 0.34000 1360.00| REGULATED MATERIALS, TRANSPORT, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | 0024 211-02050 4200.000 CYS | 27.00000 113400.00| 13.50000 56700.00| B BORROW | | | 0025 621-06560 1400.000 SYS | 1.95000 2730.00| 1.70000 2380.00| MULCHED SEEDING, U | | | 0026 105-06904 2.000 EACH | 125.00000 250.00| 400.00000 800.00| PHONE(SUPERVISOR) | | | 0027 105-06906 5.000 MOS | 200.00000 1000.00| 300.00000 1500.00| CELLULAR SERVICE(SUPERVISOR) | | | SECTION TOTALS | $ 402,430.00| $ 407,615.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 402,430.00| $ 407,615.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,713.50 ROUTE : 231 CALL ORDER : 231 CONTRACT ID : R -28267-A COUNTIES : SPENCER LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0958970 LUTGRING BROTHERS, INC. $ 14,100.00 100.0000% 2 35-1801998 CLR, INC. $ 23,255.00 164.9291% 3 35-1817574 YARDBERRY LANDSCAPE $ 25,700.00 182.2695% 4 35-1874009 HAUER EXCAVATING $ 27,825.00 197.3404% 5 35-2103617 BRYAN`S HAULING & EXCAVATING $ 46,440.00 329.3617% ==================================================================================================================================== |( 1 ) 35-0958970 |( 2 ) 35-1801998 |( 3 ) 35-1817574 |LUTGRING BROTHERS, INC. |CLR, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVAL | | | 0001 202-03000 LUMP | 12100.00000 12100.00| 22100.00000 22100.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3100-1 | | | 0002 205-06937 200.000 LFT | 2.50000 500.00| 1.20000 240.00| 2.00000 400.00 TEMPORARY SILT FENCE | | | 0003 621-06559 150.000 SYS | 10.00000 1500.00| 6.10000 915.00| 2.00000 300.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 14,100.00| $ 23,255.00| $ 25,700.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,100.00| $ 23,255.00| $ 25,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,713.50 ROUTE : 231 CALL ORDER : 231 CONTRACT ID : R -28267-A COUNTIES : SPENCER LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1874009 |( 5 ) 35-2103617 |( ) |HAUER EXCAVATING |BRYAN`S HAULING & EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVAL | | | 0001 202-03000 LUMP | 27400.00000 27400.00| 45440.00000 45440.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3100-1 | | | 0002 205-06937 200.000 LFT | 1.00000 200.00| 2.00000 400.00| TEMPORARY SILT FENCE | | | 0003 621-06559 150.000 SYS | 1.50000 225.00| 4.00000 600.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 27,825.00| $ 46,440.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,825.00| $ 46,440.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,400.00 ROUTE : SR 28 CALL ORDER : 241 CONTRACT ID : R -28268-A COUNTIES : MADISON LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 16,690.00 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 19,920.00 119.3529% 3 35-1817574 YARDBERRY LANDSCAPE $ 21,560.00 129.1791% 4 35-1738390 HOOSIER PRIDE EXCAVATING INC. $ 30,760.00 184.3020% ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 35-2070195 |( 3 ) 35-1817574 |HAUER EXCAVATING |ALPHA EXCAVATING & LANDSCAPI |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 7675.00000 7675.00| 10000.00000 10000.00| 9500.00000 9500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0002 202-03000 LUMP | 7675.00000 7675.00| 8000.00000 8000.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0003 202-03135 60.000 SFT | 10.00000 600.00| 25.00000 1500.00| 51.00000 3060.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0004 205-06937 200.000 LFT | 1.00000 200.00| 0.10000 20.00| 3.00000 600.00 TEMPORARY SILT FENCE | | | 0005 621-06560 200.000 SYS | 2.70000 540.00| 2.00000 400.00| 2.00000 400.00 MULCHED SEEDING, U | | | SECTION TOTALS | $ 16,690.00| $ 19,920.00| $ 21,560.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 16,690.00| $ 19,920.00| $ 21,560.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,400.00 ROUTE : SR 28 CALL ORDER : 241 CONTRACT ID : R -28268-A COUNTIES : MADISON LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1738390 |( ) |( ) |HOOSIER PRIDE EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 13500.00000 13500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0002 202-03000 LUMP | 14750.00000 14750.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0003 202-03135 60.000 SFT | 30.00000 1800.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0004 205-06937 200.000 LFT | 1.80000 360.00| | TEMPORARY SILT FENCE | | | 0005 621-06560 200.000 SYS | 1.75000 350.00| | MULCHED SEEDING, U | | | SECTION TOTALS | $ 30,760.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 30,760.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,427.00 ROUTE : 50 CALL ORDER : 251 CONTRACT ID : R -28269-A COUNTIES : DAVIESS LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING REJECTED $ 16,198.00 97.2269% 2 35-1874009 HAUER EXCAVATING AWARD $ 16,660.00 100.0000% 3 35-1801998 CLR, INC. $ 21,121.00 126.7767% ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1874009 |( 3 ) 35-1801998 |BRYAN`S HAULING & EXCAVATING |HAUER EXCAVATING |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 8250.00000 8250.00| 8200.00000 8200.00| 11320.00000 11320.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0002 202-03000 LUMP | 6948.00000 6948.00| 7610.00000 7610.00| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0003 205-06937 400.000 LFT | 1.00000 400.00| 1.00000 400.00| 1.19000 476.00 TEMPORARY SILT FENCE | | | 0004 621-06559 300.000 SYS | 2.00000 600.00| 1.50000 450.00| 1.75000 525.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 16,198.00| $ 16,660.00| $ 21,121.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 16,198.00| $ 16,660.00| $ 21,121.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,713.50 ROUTE : 69 CALL ORDER : 261 CONTRACT ID : R -28270-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING REJECTED $ 3,550.00 100.0000% 2 35-1801998 CLR, INC. $ 12,712.00 358.0845% 3 35-1817574 YARDBERRY LANDSCAPE $ 12,900.00 363.3803% ==================================================================================================================================== REJECTED, TO BE READVERTISED. ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,290.00 ROUTE : SR 14 CALL ORDER : 271 CONTRACT ID : R -28271-A COUNTIES : FULTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 24,850.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 29,000.00 116.7002% 3 35-1325036 DEICHMAN EXCAVATING CO $ 29,975.00 120.6237% ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 35-1817574 |( 3 ) 35-1325036 |HAUER EXCAVATING |YARDBERRY LANDSCAPE |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 24450.00000 24450.00| 28000.00000 28000.00| 28813.00000 28813.00 HOUSES AND BUILDINGS, REMOVE , 2 | | | STORAGE UNITS | | | 0002 205-06937 200.000 LFT | 1.00000 200.00| 3.00000 600.00| 2.88000 576.00 TEMPORARY SILT FENCE | | | 0003 621-06559 200.000 SYS | 1.00000 200.00| 2.00000 400.00| 2.93000 586.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 24,850.00| $ 29,000.00| $ 29,975.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 24,850.00| $ 29,000.00| $ 29,975.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 285 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 493,995.16 ROUTE : 30 CALL ORDER : 285 CONTRACT ID : R -28273-A COUNTIES : MARSHALL LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 336,456.50 100.0000% 2 35-1526557 MIDWEST MOLE, INC. $ 425,390.00 126.4324% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1526557 |( ) |E & B PAVING, INC. |MIDWEST MOLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 7500.00000 7500.00| 1250.00000 1250.00| CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 17000.00000 17000.00| 6500.00000 6500.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 7900.00000 7900.00| 1500.00000 1500.00| CLEARING RIGHT OF WAY | | | 0006 213-52830 22.000 CYS | 220.00000 4840.00| 200.00000 4400.00| FLOWABLE MORTAR | | | 0007 213-52831 36.000 EACH | 110.00000 3960.00| 100.00000 3600.00| DRILLED HOLE FOR FLOWABLE MORTAR | | | 0008 301-07448 46.000 TON | 40.00000 1840.00| 55.00000 2530.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 304-07491 24.000 TON | 490.00000 11760.00| 258.00000 6192.00| HMA PATCHING, TYPE C | | | 0010 621-06559 550.000 SYS | 1.75000 962.50| 5.00000 2750.00| MULCHED SEEDING, R | | | 0012 725-06877 166.000 LFT | 570.00000 94620.00| 1071.00000 177786.00| PIPE LINER, THERMOPLASTIC, 78 IN. | | | 0013 801-06640 16.000 EACH | 50.00000 800.00| 55.00000 880.00| CONSTRUCTION SIGN, A | | | 0014 801-06710 36.000 DAY | 28.00000 1008.00| 13.00000 468.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 285 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 493,995.16 ROUTE : 30 CALL ORDER : 285 CONTRACT ID : R -28273-A COUNTIES : MARSHALL LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1526557 |( ) |E & B PAVING, INC. |MIDWEST MOLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 801-06775 LUMP | 11080.00000 11080.00| 6500.00000 6500.00| MAINTAINING TRAFFIC | | | 0016 801-07119 48.000 LFT | 8.00000 384.00| 9.00000 432.00| BARRICADE, III-B | | | 0017 725-08439 180.000 LFT | 960.00000 172800.00| 1170.00000 210600.00| PIPE LINER, THERMOPLASTIC, 108 IN. | | | SECTION TOTALS | $ 336,456.50| $ 425,390.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 336,456.50| $ 425,390.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,759.00 ROUTE : 23 CALL ORDER : 291 CONTRACT ID : R -28293-A COUNTIES : ST. JOSEPH LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING REJECTED $ 12,250.00 73.7952% 2 35-1817574 YARDBERRY LANDSCAPE AWARD $ 16,600.00 100.0000% 3 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 17,255.00 103.9458% ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1817574 |( 3 ) 35-1690004 |BRYAN`S HAULING & EXCAVATING |YARDBERRY LANDSCAPE |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HUOSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 11200.00000 11200.00| 15000.00000 15000.00| 15925.00000 15925.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3784-26 | | | 0002 205-06937 200.000 LFT | 1.50000 300.00| 3.00000 600.00| 2.55000 510.00 TEMPORARY SILT FENCE | | | 0003 621-06560 500.000 SYS | 1.50000 750.00| 2.00000 1000.00| 1.64000 820.00 MULCHED SEEDING, U | | | SECTION TOTALS | $ 12,250.00| $ 16,600.00| $ 17,255.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,250.00| $ 16,600.00| $ 17,255.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 311 CONTRACT ID : RS-28076-C COUNTIES : VIGO LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,831,419.50 100.0000% ====================================================================================================================================