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 210-03