INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE 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 35-1325036 DEICHMAN EXCAVATING CO $ 320,008.50 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 326,364.28 101.9861% 3 35-1212938 ATLAS EXCAVATING, INC. $ 330,478.60 103.2718% 4 35-1489621 HRP CONSTRUCTION, INC. $ 367,645.48 114.8862% 5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 379,846.32 118.6988% 6 32-0154474 JCI BRIDGE GROUP INC $ 397,913.70 124.3447% 7 35-1817530 PIONEER ASSOCIATES, INC. $ 398,550.13 124.5436% 8 35-1139301 E & B PAVING, INC. $ 413,751.29 129.2938% 9 90-0177865 HIS CONSTRUCTORS LLC $ 436,800.00 136.4964% ==================================================================================================================================== |( 1 ) 35-1325036 |( 2 ) 35-1339168 |( 3 ) 35-1212938 |DEICHMAN EXCAVATING CO |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 7000.00000 7000.00| 1235.00000 1235.00| 5400.00000 5400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| 1925.55000 11553.30| 2000.00000 12000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 12000.00000 12000.00| 16300.00000 16300.00| 16538.00000 16538.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 11000.00000 11000.00| 4053.16000 4053.16| 6615.00000 6615.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 200.000 LFT | 4.50000 900.00| 5.95000 1190.00| 4.10000 820.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 8500.00000 8500.00| 27343.97000 27343.97| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 764.000 CYS | 18.00000 13752.00| 27.93000 21338.52| 18.00000 13752.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( 2 ) 35-1339168 |( 3 ) 35-1212938 |DEICHMAN EXCAVATING CO |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0010 203-02070 441.000 CYS | 25.00000 11025.00| 12.33000 5437.53| 10.00000 4410.00 BORROW | | | 0011 205-06936 22.000 TON | 60.00000 1320.00| 76.15000 1675.30| 80.00000 1760.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 1020.000 LFT | 1.75000 1785.00| 1.44000 1468.80| 1.50000 1530.00 TEMPORARY SILT FENCE | | | 0013 206-51220 50.000 CYS | 80.00000 4000.00| 33.54000 1677.00| 20.00000 1000.00 EXCAVATION, WET | | | 0014 207-08265 976.000 SYS | 9.50000 9272.00| 5.68000 5543.68| 8.00000 7808.00 SUBGRADE TREATMENT, TYPE IIA | | | 0015 211-07454 110.000 CYS | 35.00000 3850.00| 43.39000 4772.90| 65.00000 7150.00 STRUCTURE BACKFILL | | | 0016 301-07448 172.000 TON | 34.00000 5848.00| 26.09000 4487.48| 30.00000 5160.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 158.000 TON | 36.00000 5688.00| 24.14000 3814.12| 24.00000 3792.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08033 350.000 SYS | 6.00000 2100.00| 2.08000 728.00| 2.50000 875.00 MILLING, ASPHALT, 1 IN. | | | 0019 306-08034 110.000 SYS | 3.00000 330.00| 4.44000 488.40| 3.00000 330.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08043 927.000 SYS | 3.00000 2781.00| 4.49000 4162.23| 4.00000 3708.00 MILLING, TRANSITION | | | 0021 402-07433 241.000 TON | 65.50000 15785.50| 57.00000 13737.00| 58.00000 13978.00 HMA SURFACE, TYPE B | | | 0022 402-07438 291.000 TON | 62.00000 18042.00| 54.00000 15714.00| 55.00000 16005.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 147.000 TON | 74.00000 10878.00| 64.00000 9408.00| 65.00000 9555.00 HMA BASE, TYPE B | | | 0024 406-05521 4744.000 SYS | 0.05000 237.20| 0.01000 47.44| 0.01000 47.44 ASPHALT FOR TACK COAT | | | 0025 601-01740 1.000 EACH | 2320.00000 2320.00| 2150.00000 2150.00| 2100.00000 2100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0026 601-06854 2.000 EACH | 3810.00000 7620.00| 2725.00000 5450.00| 3400.00000 6800.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-91147 3.000 EACH | 1950.00000 5850.00| 1150.00000 3450.00| 1700.00000 5100.00 GUARD RAIL END TREATMENT, RESET | | | 0028 601-94689 1.000 EACH | 2600.00000 2600.00| 2350.00000 2350.00| 2300.00000 2300.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( 2 ) 35-1339168 |( 3 ) 35-1212938 |DEICHMAN EXCAVATING CO |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 601-97774 1.000 EACH | 1300.00000 1300.00| 800.00000 800.00| 1150.00000 1150.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 25.000 LFT | 23.00000 575.00| 18.30000 457.50| 20.50000 512.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 601-99105 194.000 LFT | 15.00000 2910.00| 8.50000 1649.00| 13.50000 2619.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | RESET | | | 0032 610-07486 27.000 TON | 111.50000 3010.50| 97.00000 2619.00| 100.00000 2700.00 HMA FOR APPROACHES, TYPE A | | | 0033 615-06490 12.000 EACH | 150.00000 1800.00| 118.00000 1416.00| 126.00000 1512.00 RIGHT OF WAY MARKER | | | 0034 615-06505 3.000 EACH | 700.00000 2100.00| 550.00000 1650.00| 600.00000 1800.00 MONUMENT, B | | | 0035 616-02320 245.000 SYS | 5.60000 1372.00| 4.71000 1153.95| 2.00000 490.00 GEOTEXTILES | | | 0036 616-06405 218.000 TON | 32.00000 6976.00| 38.70000 8436.60| 40.00000 8720.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH | 290.00000 580.00| 250.00000 500.00| 260.00000 520.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 133.000 SYS | 5.25000 698.25| 4.55000 605.15| 4.60000 611.80 EROSION CONTROL BLANKET | | | 0039 621-06545 1.000 TON | 880.00000 880.00| 765.00000 765.00| 800.00000 800.00 FERTILIZER | | | 0040 621-06557 40.000 LBS | 16.75000 670.00| 14.40000 576.00| 14.50000 580.00 SEED MIXTURE, T | | | 0041 621-06560 1865.000 SYS | 2.00000 3730.00| 0.82000 1529.30| 0.85000 1585.25 MULCHED SEEDING, U | | | 0042 621-06565 1.000 TON | 675.00000 675.00| 585.00000 585.00| 600.00000 600.00 MULCHING MATERIAL | | | 0043 714-07534 50.000 LFT | 1236.00000 61800.00| 1510.72000 75536.00| 1700.00000 85000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 5 FT. | | | 0045 801-04308 4.000 EACH | 92.00000 368.00| 129.00000 516.00| 130.00000 520.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06625 26.000 EACH | 69.00000 1794.00| 54.00000 1404.00| 55.00000 1430.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 8.000 EACH | 138.00000 1104.00| 69.00000 552.00| 70.00000 560.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( 2 ) 35-1339168 |( 3 ) 35-1212938 |DEICHMAN EXCAVATING CO |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 801-06645 1.000 EACH | 35.00000 35.00| 50.00000 50.00| 51.00000 51.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP | 2500.00000 2500.00| 3406.31000 3406.31| 530.00000 530.00 MAINTAINING TRAFFIC | | | 0050 801-07118 96.000 LFT | 9.00000 864.00| 9.50000 912.00| 9.60000 921.60 BARRICADE, III-A | | | 0051 801-07119 96.000 LFT | 9.00000 864.00| 9.50000 912.00| 9.60000 921.60 BARRICADE, III-B | | | 0052 802-07060 2.000 EACH | 130.00000 260.00| 25.00000 50.00| 112.00000 224.00 SIGN, SHEET, RELOCATE | | | 0053 802-76055 26.000 LFT | 10.50000 273.00| 7.90000 205.40| 9.25000 240.50 SIGN POST, A | | | 0054 808-06703 1227.000 LFT | 0.65000 797.55| 0.42000 515.34| 0.43000 527.61 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0055 808-75245 1410.000 LFT | 0.65000 916.50| 0.42000 592.20| 0.43000 606.30 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0056 808-75998 10.000 EACH | 86.00000 860.00| 85.00000 850.00| 86.00000 860.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 714-08514 530.000 SFT | 77.00000 40810.00| 91.59000 48542.70| 95.00000 50350.00 WINGWALL , PRECAST REINFORCED CONCRETE | | | SECTION TOTALS | $ 320,008.50| $ 326,364.28| $ 330,478.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 320,008.50| $ 326,364.28| $ 330,478.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1065659 |( 6 ) 32-0154474 |HRP CONSTRUCTION, INC. |BROOKS CONSTRUCTION COMPANY |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 12500.00000 12500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 500.00000 3000.00| 1410.00000 8460.00| 2400.00000 14400.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 19000.00000 19000.00| 18992.00000 18992.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 11000.00000 11000.00| 15635.00000 15635.00| 9000.00000 9000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 200.000 LFT | 7.70000 1540.00| 4.00000 800.00| 5.95000 1190.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 19000.00000 19000.00| 24000.00000 24000.00| 69000.00000 69000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 764.000 CYS | 6.00000 4584.00| 26.50000 20246.00| 15.54000 11872.56 EXCAVATION, COMMON | | | 0010 203-02070 441.000 CYS | 8.00000 3528.00| 28.00000 12348.00| 22.76000 10037.16 BORROW | | | 0011 205-06936 22.000 TON | 45.00000 990.00| 42.00000 924.00| 65.00000 1430.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 1020.000 LFT | 1.44000 1468.80| 1.44000 1468.80| 1.44000 1468.80 TEMPORARY SILT FENCE | | | 0013 206-51220 50.000 CYS | 20.00000 1000.00| 61.00000 3050.00| 16.61000 830.50 EXCAVATION, WET | | | 0014 207-08265 976.000 SYS | 3.00000 2928.00| 11.40000 11126.40| 7.64000 7456.64 SUBGRADE TREATMENT, TYPE IIA | | | 0015 211-07454 110.000 CYS | 16.00000 1760.00| 41.00000 4510.00| 29.40000 3234.00 STRUCTURE BACKFILL | | | 0016 301-07448 172.000 TON | 20.00000 3440.00| 29.00000 4988.00| 23.84000 4100.48 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 158.000 TON | 20.00000 3160.00| 24.50000 3871.00| 23.83000 3765.14 COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08033 350.000 SYS | 1.00000 350.00| 13.00000 4550.00| 4.90000 1715.00 MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1065659 |( 6 ) 32-0154474 |HRP CONSTRUCTION, INC. |BROOKS CONSTRUCTION COMPANY |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08034 110.000 SYS | 1.00000 110.00| 13.00000 1430.00| 4.89000 537.90 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08043 927.000 SYS | 3.25000 3012.75| 0.01000 9.27| 4.89000 4533.03 MILLING, TRANSITION | | | 0021 402-07433 241.000 TON | 57.00000 13737.00| 68.20000 16436.20| 57.00000 13737.00 HMA SURFACE, TYPE B | | | 0022 402-07438 291.000 TON | 54.00000 15714.00| 60.00000 17460.00| 54.00000 15714.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 147.000 TON | 64.00000 9408.00| 80.00000 11760.00| 64.00000 9408.00 HMA BASE, TYPE B | | | 0024 406-05521 4744.000 SYS | 0.01000 47.44| 0.04000 189.76| 0.01000 47.44 ASPHALT FOR TACK COAT | | | 0025 601-01740 1.000 EACH | 2150.00000 2150.00| 2015.00000 2015.00| 2150.00000 2150.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0026 601-06854 2.000 EACH | 2725.00000 5450.00| 3310.00000 6620.00| 2725.00000 5450.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-91147 3.000 EACH | 1150.00000 3450.00| 1690.00000 5070.00| 1150.00000 3450.00 GUARD RAIL END TREATMENT, RESET | | | 0028 601-94689 1.000 EACH | 2350.00000 2350.00| 4100.00000 4100.00| 2350.00000 2350.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH | 800.00000 800.00| 1125.00000 1125.00| 800.00000 800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 25.000 LFT | 18.30000 457.50| 20.00000 500.00| 18.30000 457.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 601-99105 194.000 LFT | 8.50000 1649.00| 13.00000 2522.00| 8.50000 1649.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | RESET | | | 0032 610-07486 27.000 TON | 97.00000 2619.00| 80.00000 2160.00| 97.00000 2619.00 HMA FOR APPROACHES, TYPE A | | | 0033 615-06490 12.000 EACH | 119.00000 1428.00| 125.00000 1500.00| 393.85000 4726.20 RIGHT OF WAY MARKER | | | 0034 615-06505 3.000 EACH | 550.00000 1650.00| 595.00000 1785.00| 502.96000 1508.88 MONUMENT, B | | | 0035 616-02320 245.000 SYS | 2.00000 490.00| 11.40000 2793.00| 3.34000 818.30 GEOTEXTILES | | | 0036 616-06405 218.000 TON | 26.00000 5668.00| 31.00000 6758.00| 30.21000 6585.78 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1065659 |( 6 ) 32-0154474 |HRP CONSTRUCTION, INC. |BROOKS CONSTRUCTION COMPANY |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-01004 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 133.000 SYS | 4.55000 605.15| 4.55000 605.15| 4.55000 605.15 EROSION CONTROL BLANKET | | | 0039 621-06545 1.000 TON | 765.00000 765.00| 765.00000 765.00| 765.00000 765.00 FERTILIZER | | | 0040 621-06557 40.000 LBS | 14.40000 576.00| 14.40000 576.00| 14.40000 576.00 SEED MIXTURE, T | | | 0041 621-06560 1865.000 SYS | 0.82000 1529.30| 0.82000 1529.30| 0.82000 1529.30 MULCHED SEEDING, U | | | 0042 621-06565 1.000 TON | 585.00000 585.00| 585.00000 585.00| 585.00000 585.00 MULCHING MATERIAL | | | 0043 714-07534 50.000 LFT | 3600.00000 180000.00| 1775.00000 88750.00| 1960.00000 98000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 5 FT. | | | 0045 801-04308 4.000 EACH | 129.00000 516.00| 129.00000 516.00| 129.00000 516.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06625 26.000 EACH | 54.00000 1404.00| 54.00000 1404.00| 54.00000 1404.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 8.000 EACH | 69.00000 552.00| 69.00000 552.00| 69.00000 552.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP | 3000.00000 3000.00| 12100.00000 12100.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0050 801-07118 96.000 LFT | 9.50000 912.00| 9.50000 912.00| 9.50000 912.00 BARRICADE, III-A | | | 0051 801-07119 96.000 LFT | 9.50000 912.00| 9.50000 912.00| 9.50000 912.00 BARRICADE, III-B | | | 0052 802-07060 2.000 EACH | 125.00000 250.00| 25.00000 50.00| 25.00000 50.00 SIGN, SHEET, RELOCATE | | | 0053 802-76055 26.000 LFT | 15.00000 390.00| 7.90000 205.40| 7.90000 205.40 SIGN POST, A | | | 0054 808-06703 1227.000 LFT | 0.42000 515.34| 0.42000 515.34| 0.42000 515.34 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0055 808-75245 1410.000 LFT | 0.42000 592.20| 0.42000 592.20| 0.42000 592.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1065659 |( 6 ) 32-0154474 |HRP CONSTRUCTION, INC. |BROOKS CONSTRUCTION COMPANY |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-75998 10.000 EACH | 85.00000 850.00| 85.00000 850.00| 85.00000 850.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 714-08514 530.000 SFT | 40.00000 21200.00| 68.25000 36172.50| 75.00000 39750.00 WINGWALL , PRECAST REINFORCED CONCRETE | | | SECTION TOTALS | $ 367,645.48| $ 379,846.32| $ 397,913.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 367,645.48| $ 379,846.32| $ 397,913.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817530 |( 8 ) 35-1139301 |( 9 ) 90-0177865 |PIONEER ASSOCIATES, INC. |E & B PAVING, 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 | 5000.00000 5000.00| 10500.00000 10500.00| 5400.00000 5400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2200.00000 13200.00| 1800.00000 10800.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 19900.00000 19900.00| 20700.00000 20700.00| 21500.00000 21500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 12000.00000 12000.00| 12420.00000 12420.00| 12900.00000 12900.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 200.000 LFT | 5.95000 1190.00| 14.00000 2800.00| 6.00000 1200.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 74900.00000 74900.00| 55000.00000 55000.00| 31445.92000 31445.92 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 764.000 CYS | 24.00000 18336.00| 22.00000 16808.00| 22.00000 16808.00 EXCAVATION, COMMON | | | 0010 203-02070 441.000 CYS | 28.00000 12348.00| 28.00000 12348.00| 22.00000 9702.00 BORROW | | | 0011 205-06936 22.000 TON | 88.00000 1936.00| 40.00000 880.00| 35.00000 770.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 1020.000 LFT | 1.44000 1468.80| 1.44000 1468.80| 1.50000 1530.00 TEMPORARY SILT FENCE | | | 0013 206-51220 50.000 CYS | 500.00000 25000.00| 45.17000 2258.50| 1600.00000 80000.00 EXCAVATION, WET | | | 0014 207-08265 976.000 SYS | 11.00000 10736.00| 13.00000 12688.00| 9.00000 8784.00 SUBGRADE TREATMENT, TYPE IIA | | | 0015 211-07454 110.000 CYS | 44.00000 4840.00| 45.00000 4950.00| 42.00000 4620.00 STRUCTURE BACKFILL | | | 0016 301-07448 172.000 TON | 20.00000 3440.00| 55.00000 9460.00| 39.00000 6708.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 158.000 TON | 26.00000 4108.00| 20.00000 3160.00| 39.00000 6162.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08033 350.000 SYS | 3.00000 1050.00| 3.80000 1330.00| 3.00000 1050.00 MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817530 |( 8 ) 35-1139301 |( 9 ) 90-0177865 |PIONEER ASSOCIATES, INC. |E & B PAVING, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08034 110.000 SYS | 6.00000 660.00| 12.00000 1320.00| 3.50000 385.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08043 927.000 SYS | 4.00000 3708.00| 5.20000 4820.40| 5.50000 5098.50 MILLING, TRANSITION | | | 0021 402-07433 241.000 TON | 57.00000 13737.00| 60.00000 14460.00| 59.00000 14219.00 HMA SURFACE, TYPE B | | | 0022 402-07438 291.000 TON | 54.00000 15714.00| 55.00000 16005.00| 56.00000 16296.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 147.000 TON | 65.00000 9555.00| 50.00000 7350.00| 66.00000 9702.00 HMA BASE, TYPE B | | | 0024 406-05521 4744.000 SYS | 0.01000 47.44| 0.05000 237.20| 0.01000 47.44 ASPHALT FOR TACK COAT | | | 0025 601-01740 1.000 EACH | 2150.00000 2150.00| 1800.00000 1800.00| 2200.00000 2200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0026 601-06854 2.000 EACH | 2725.00000 5450.00| 2400.00000 4800.00| 2800.00000 5600.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-91147 3.000 EACH | 1150.00000 3450.00| 1900.00000 5700.00| 1200.00000 3600.00 GUARD RAIL END TREATMENT, RESET | | | 0028 601-94689 1.000 EACH | 2350.00000 2350.00| 2700.00000 2700.00| 2400.00000 2400.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH | 800.00000 800.00| 1100.00000 1100.00| 810.00000 810.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 25.000 LFT | 18.30000 457.50| 30.00000 750.00| 19.00000 475.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 601-99105 194.000 LFT | 8.50000 1649.00| 15.00000 2910.00| 9.00000 1746.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | RESET | | | 0032 610-07486 27.000 TON | 97.00000 2619.00| 185.00000 4995.00| 100.00000 2700.00 HMA FOR APPROACHES, TYPE A | | | 0033 615-06490 12.000 EACH | 118.00000 1416.00| 150.00000 1800.00| 120.00000 1440.00 RIGHT OF WAY MARKER | | | 0034 615-06505 3.000 EACH | 550.00000 1650.00| 550.00000 1650.00| 550.00000 1650.00 MONUMENT, B | | | 0035 616-02320 245.000 SYS | 3.00000 735.00| 6.00000 1470.00| 2.20000 539.00 GEOTEXTILES | | | 0036 616-06405 218.000 TON | 36.00000 7848.00| 27.00000 5886.00| 25.00000 5450.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817530 |( 8 ) 35-1139301 |( 9 ) 90-0177865 |PIONEER ASSOCIATES, INC. |E & B PAVING, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-01004 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 255.00000 510.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 133.000 SYS | 4.55000 605.15| 4.55000 605.15| 4.70000 625.10 EROSION CONTROL BLANKET | | | 0039 621-06545 1.000 TON | 765.00000 765.00| 765.00000 765.00| 780.00000 780.00 FERTILIZER | | | 0040 621-06557 40.000 LBS | 14.40000 576.00| 14.40000 576.00| 15.00000 600.00 SEED MIXTURE, T | | | 0041 621-06560 1865.000 SYS | 0.82000 1529.30| 0.82000 1529.30| 0.85000 1585.25 MULCHED SEEDING, U | | | 0042 621-06565 1.000 TON | 585.00000 585.00| 585.00000 585.00| 595.00000 595.00 MULCHING MATERIAL | | | 0043 714-07534 50.000 LFT | 1300.00000 65000.00| 1408.00000 70400.00| 1400.00000 70000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 16 FT. X 5 FT. | | | 0045 801-04308 4.000 EACH | 129.00000 516.00| 129.00000 516.00| 170.00000 680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06625 26.000 EACH | 54.00000 1404.00| 54.00000 1404.00| 48.00000 1248.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 8.000 EACH | 69.00000 552.00| 69.00000 552.00| 89.00000 712.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 66.00000 66.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP | 4000.00000 4000.00| 35155.00000 35155.00| 10430.00000 10430.00 MAINTAINING TRAFFIC | | | 0050 801-07118 96.000 LFT | 9.50000 912.00| 9.50000 912.00| 7.00000 672.00 BARRICADE, III-A | | | 0051 801-07119 96.000 LFT | 9.50000 912.00| 9.50000 912.00| 7.50000 720.00 BARRICADE, III-B | | | 0052 802-07060 2.000 EACH | 25.00000 50.00| 25.00000 50.00| 66.00000 132.00 SIGN, SHEET, RELOCATE | | | 0053 802-76055 26.000 LFT | 7.90000 205.40| 7.90000 205.40| 7.50000 195.00 SIGN POST, A | | | 0054 808-06703 1227.000 LFT | 0.42000 515.34| 0.42000 515.34| 0.57000 699.39 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0055 808-75245 1410.000 LFT | 0.42000 592.20| 0.42000 592.20| 0.44000 620.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,296.78 ROUTE : 10 CALL ORDER : 160 CONTRACT ID : R -27050-A COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817530 |( 8 ) 35-1139301 |( 9 ) 90-0177865 |PIONEER ASSOCIATES, INC. |E & B PAVING, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-75998 10.000 EACH | 85.00000 850.00| 85.00000 850.00| 99.00000 990.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 714-08514 530.000 SFT | 66.00000 34980.00| 75.00000 39750.00| 100.00000 53000.00 WINGWALL , PRECAST REINFORCED CONCRETE | | | SECTION TOTALS | $ 398,550.13| $ 413,751.29| $ 436,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 398,550.13| $ 413,751.29| $ 436,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 56 CALL ORDER : 170 CONTRACT ID : R -27367-A COUNTIES : DUBOIS LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. CONDITIONAL BID $ 1,775,952.74 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,841,215.50 103.6748% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,871,000.00 105.3519% 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,990,299.65 112.0694% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,026,390.93 114.1016% 6 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 2,078,334.67 117.0265% ===================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 180 CONTRACT ID : R -27438-A COUNTIES : LAPORTE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/22/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 1,098,006.00 100.0000% 2 35-0461550 LARSON-DANIELSON CONSTRUCTION $ 1,149,683.44 104.7065% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,400,000.00 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27614-A COUNTIES : LAGRANGE LETTING DATE : 12/14/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1409114 MAJORITY BUILDERS, INC. $ 1,396,600.00 100.0000% 2 35-1361712 ANCON CONSTRUCTION CO $ 1,520,000.00 108.8357% 3 35-0440920 MICHAEL KINDER & SONS INC $ 1,634,974.00 117.0682% 4 35-1561256 KASER-SPRAKER CONSTRUCTION $ 1,821,000.00 130.3881% 5 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 1,967,000.00 140.8420% ==================================================================================================================================== |( 1 ) 35-1409114 |( 2 ) 35-1361712 |( 3 ) 35-0440920 |MAJORITY BUILDERS, INC. |ANCON CONSTRUCTION CO |MICHAEL KINDER & SONS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BUILDING | | | 0001 105-06845 LUMP | 0.00000 0.00| 0.00000 0.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 711-03973 LUMP | 1396600.00000 1396600.00| 1520000.00000 1520000.00| 1629974.00000 1629974.00 BUILDING ARCHITECTURAL | | | SECTION TOTALS | $ 1,396,600.00| $ 1,520,000.00| $ 1,634,974.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,396,600.00| $ 1,520,000.00| $ 1,634,974.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,400,000.00 ROUTE : CALL ORDER : 200 CONTRACT ID : R -27614-A COUNTIES : LAGRANGE LETTING DATE : 12/14/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1561256 |( 5 ) 35-1035122 |( ) |KASER-SPRAKER CONSTRUCTION |GARIUP CONSTRUCTION CO. INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BUILDING | | | 0001 105-06845 LUMP | 75000.00000 75000.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0002 711-03973 LUMP | 1746000.00000 1746000.00| 1963000.00000 1963000.00| BUILDING ARCHITECTURAL | | | SECTION TOTALS | $ 1,821,000.00| $ 1,967,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,821,000.00| $ 1,967,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,836.00 ROUTE : CALL ORDER : 220 CONTRACT ID : R -27674-A COUNTIES : PERRY LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1503990 HELMING BROTHERS INC. REJECTED $ 210,114.96 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 663,700.00 315.8747% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 231 CALL ORDER : 230 CONTRACT ID : R -27702-A COUNTIES : JASPER LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/10/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 465,049.86 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 499,596.95 107.4287% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 522,321.32 112.3151% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 560,864.20 120.6030% 5 35-1523985 WIRTZ & YATES, INC. $ 561,053.48 120.6437% 6 35-1068009 DYER CONSTRUCTION CO $ 567,306.47 121.9883% 7 90-0177865 HIS CONSTRUCTORS LLC $ 578,800.00 124.4598% 8 35-1489621 HRP CONSTRUCTION, INC. $ 720,600.40 154.9512% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 236 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 20 CALL ORDER : 236 CONTRACT ID : R -27842-B COUNTIES : LAPORTE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058916 WOODRUFF & SONS, INC. $ 2,374,137.70 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,403,781.98 101.2486% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 242 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 242 CONTRACT ID : R -27849-B COUNTIES : MARSHALL LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE 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 35-1657131 MICHIANA CONTRACTING INC $ 334,608.05 100.0000% 2 35-1561256 KASER-SPRAKER CONSTRUCTION $ 342,988.00 102.5044% 3 35-1460625 BROWN ,LEO CONSTRUCTION CO $ 360,126.15 107.6263% 4 35-1801998 CLR, INC. $ 437,769.81 130.8306% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,141,059 ROUTE : 37 CALL ORDER : 250 CONTRACT ID : R -27907-A COUNTIES : MONROE LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/20/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 15,494,000.00 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 18,149,000.00 117.1357% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 21,546,000.00 139.0603% ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-0918397 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DESIGN BUILD | | | 0001 104-05404 LUMP |15389997.00000 15389997.00|17999997.00000 17999997.00|21389997.00000 21389997.00 DESIGN/BUILD | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 506-06333 800.000 SYS | 80.00000 64000.00| 138.75000 111000.00| 115.00000 92000.00 PCCP PATCHING, FULL DEPTH | | | 0006 718-06529 80.000 EACH | 500.00000 40000.00| 475.00000 38000.00| 800.00000 64000.00 OUTLET PROTECTOR, 2 | | | SECTION TOTALS | $ 15,494,000.00| $ 18,149,000.00| $ 21,546,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,494,000.00| $ 18,149,000.00| $ 21,546,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,856,605.89 ROUTE : I-65 CALL ORDER : 270 CONTRACT ID : R -28015-A COUNTIES : CLARK LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 3,320,210.00 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,405,822.55 102.5785% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 3,408,144.43 102.6485% 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 3,535,138.09 106.4733% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,663,000.00 110.3243% ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 35-1487672 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NOISE BARRIER INSTALLATION | | | 0001 105-06845 LUMP | 24500.00000 24500.00| 28000.00000 28000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06906 12.000 MOS | 160.00000 1920.00| 200.00000 2400.00| 75.00000 900.00 CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-06907 12.000 MOS | 160.00000 1920.00| 100.00000 1200.00| 150.00000 1800.00 CELLULAR SERVICE(INSPECTOR) | | | 0004 105-07038 12.000 MOS | 1725.00000 20700.00| 1600.00000 19200.00| 1050.00000 12600.00 FIELD OFFICE, A | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 166000.00000 166000.00| 150000.00000 150000.00| 135650.00000 135650.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 33200.00000 33200.00| 33000.00000 33000.00| 34000.00000 34000.00 CLEARING RIGHT OF WAY | | | 0009 202-03783 1.000 EACH | 260.00000 260.00| 850.00000 850.00| 240.00000 240.00 SIGN, PANEL, REMOVE | | | 0010 202-74040 1.000 EACH | 108.00000 108.00| 850.00000 850.00| 100.00000 100.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0011 202-91840 1711.000 m | 8.00000 13688.00| 7.15000 12233.65| 7.05000 12062.55 FENCE, CHAIN LINK, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,856,605.89 ROUTE : I-65 CALL ORDER : 270 CONTRACT ID : R -28015-A COUNTIES : CLARK LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 35-1487672 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-99626 1.000 EACH | 300.00000 300.00| 1200.00000 1200.00| 150.00000 150.00 FOUNDATION FOR SIGNING, REMOVE | | | 0013 203-02000 387.000 m3 | 6.00000 2322.00| 75.00000 29025.00| 71.00000 27477.00 EXCAVATION, COMMON | | | 0014 205-06931 137.000 Mg | 90.00000 12330.00| 50.00000 6850.00| 58.00000 7946.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06937 1936.000 m | 5.00000 9680.00| 4.50000 8712.00| 6.70000 12971.20 TEMPORARY SILT FENCE | | | 0016 211-07454 9.000 m3 | 78.00000 702.00| 80.00000 720.00| 67.00000 603.00 STRUCTURE BACKFILL | | | 0017 601-06035 100.000 m | 45.00000 4500.00| 40.00000 4000.00| 39.00000 3900.00 GUARDRAIL, RESET | | | 0018 603-04160 6.000 EACH | 3000.00000 18000.00| 2600.00000 15600.00| 2500.00000 15000.00 FENCE GATE, CHAIN LINK, 1220 mm X 9.8 m | | | 0019 603-06045 35.000 m | 75.00000 2625.00| 70.00000 2450.00| 67.50000 2362.50 FENCE, CHAIN LINK, 1220 mm | | | 0020 615-06490 14.000 EACH | 125.00000 1750.00| 110.00000 1540.00| 108.00000 1512.00 RIGHT OF WAY MARKER | | | 0021 616-02320 1543.000 m2 | 3.00000 4629.00| 2.00000 3086.00| 2.30000 3548.90 GEOTEXTILES | | | 0022 616-05689 5.000 Mg | 90.00000 450.00| 50.00000 250.00| 78.00000 390.00 RIPRAP, CLASS 2 | | | 0023 616-06405 20.000 Mg | 50.00000 1000.00| 30.00000 600.00| 40.00000 800.00 RIPRAP, REVETMENT | | | 0024 616-06451 1170.000 Mg | 40.00000 46800.00| 25.00000 29250.00| 21.00000 24570.00 RIPRAP, UNIFORM | | | 0025 620-08426 LUMP | 30511.30000 30511.30| 45000.00000 45000.00| 28750.00000 28750.00 SOUND BARRIER DESIGN AND LAYOUT | | | 0026 620-08427 10587.000 m2 | 47.50000 502882.50| 118.00000 1249266.00| 122.00000 1291614.00 SOUND BARRIER ERECTION | | | 0027 620-08428 10587.000 m2 | 205.00000 2170335.00| 145.00000 1535115.00| 143.00000 1513941.00 SOUND BARRIER PANELS | | | 0028 621-01004 2.000 EACH | 500.00000 1000.00| 475.00000 950.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 24462.000 m2 | 0.35000 8561.70| 0.35000 8561.70| 0.32000 7827.84 MULCHED SEEDING, R | | | 0030 621-06567 118.000 kL | 5.45000 643.10| 5.00000 590.00| 5.00000 590.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,856,605.89 ROUTE : I-65 CALL ORDER : 270 CONTRACT ID : R -28015-A COUNTIES : CLARK LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 35-1487672 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-06574 6526.000 m2 | 4.60000 30019.60| 3.00000 19578.00| 2.99000 19512.74 SODDING | | | 0032 621-98038 536.000 m3 | 48.40000 25942.40| 45.00000 24120.00| 44.50000 23852.00 MULCH, HARDWOOD SHREDDED BARK | | | 0033 622-05624 119.000 EACH | 68.00000 8092.00| 65.00000 7735.00| 62.50000 7437.50 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 900 TO 1200 mm | | | 0034 622-05625 95.000 EACH | 79.00000 7505.00| 75.00000 7125.00| 72.50000 6887.50 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | 0035 622-05626 96.000 EACH | 261.00000 25056.00| 250.00000 24000.00| 240.00000 23040.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0036 622-05639 84.000 EACH | 49.00000 4116.00| 50.00000 4200.00| 45.00000 3780.00 PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0037 622-05640 304.000 EACH | 60.00000 18240.00| 60.00000 18240.00| 55.00000 16720.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0038 715-02629 1.000 EACH | 1300.00000 1300.00| 850.00000 850.00| 750.00000 750.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0039 715-02630 1.000 EACH | 1550.00000 1550.00| 1150.00000 1150.00| 1000.00000 1000.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | 0040 715-05152 2.000 m | 166.00000 332.00| 400.00000 800.00| 230.00000 460.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0041 715-05154 12.000 m | 204.00000 2448.00| 275.00000 3300.00| 140.00000 1680.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-97834 4.000 EACH | 4000.00000 16000.00| 2750.00000 11000.00| 3200.00000 12800.00 GRATED BOX END SECTION, II, 4:1, 450 mm | | | 0043 715-98976 4.000 EACH | 4800.00000 19200.00| 3000.00000 12000.00| 4300.00000 17200.00 GRATED BOX END SECTION, II, 6:1, 600 mm | | | 0044 801-06640 20.000 EACH | 90.00000 1800.00| 125.00000 2500.00| 130.00000 2600.00 CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 45700.00000 45700.00| 50000.00000 50000.00| 48000.00000 48000.00 MAINTAINING TRAFFIC | | | 0046 802-07158 1.000 EACH | 4150.00000 4150.00| 3500.00000 3500.00| 3820.00000 3820.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0047 802-76140 1.000 EACH | 19500.00000 19500.00| 20000.00000 20000.00| 18000.00000 18000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,856,605.89 ROUTE : I-65 CALL ORDER : 270 CONTRACT ID : R -28015-A COUNTIES : CLARK LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 35-1487672 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 802-76175 5.000 m | 850.00000 4250.00| 450.00000 2250.00| 3000.00000 15000.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0049 802-76235 1.000 EACH | 1086.00000 1086.00| 125.00000 125.00| 1000.00000 1000.00 INSTALL OVERHEAD SIGN | | | 0050 805-86889 37.000 m | 1.20000 44.40| 1.60000 59.20| 1.10000 40.70 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0051 807-02191 1.000 EACH | 760.00000 760.00| 800.00000 800.00| 700.00000 700.00 HANDHOLE, LIGHTING | | | 0052 807-07580 12.000 m | 17.40000 208.80| 32.00000 384.00| 16.00000 192.00 WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0053 807-86790 2.000 EACH | 652.00000 1304.00| 550.00000 1100.00| 600.00000 1200.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0054 807-86910 1.000 EACH | 30.40000 30.40| 45.00000 45.00| 28.00000 28.00 CONNECTOR KIT, UNFUSED | | | 0055 807-86915 2.000 EACH | 30.40000 60.80| 45.00000 90.00| 28.00000 56.00 CONNECTOR KIT, FUSED | | | 0056 807-86925 4.000 EACH | 19.00000 76.00| 35.00000 140.00| 18.00000 72.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0057 807-86930 3.000 EACH | 13.00000 39.00| 30.00000 90.00| 12.00000 36.00 INSULATION LINK, NONWATERPROOFED | | | 0058 807-86935 4.000 EACH | 20.00000 80.00| 35.00000 140.00| 18.00000 72.00 INSULATING LINK, WATERPROOFED | | | SECTION TOTALS | $ 3,320,210.00| $ 3,405,822.55| $ 3,408,144.43 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,320,210.00| $ 3,405,822.55| $ 3,408,144.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 270 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,856,605.89 ROUTE : I-65 CALL ORDER : 270 CONTRACT ID : R -28015-A COUNTIES : CLARK LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( ) |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NOISE BARRIER INSTALLATION | | | 0001 105-06845 LUMP | 49810.55000 49810.55| 31000.00000 31000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06906 12.000 MOS | 106.21000 1274.52| 100.00000 1200.00| CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-06907 12.000 MOS | 82.61000 991.32| 100.00000 1200.00| CELLULAR SERVICE(INSPECTOR) | | | 0004 105-07038 12.000 MOS | 1257.99000 15095.88| 1400.00000 16800.00| FIELD OFFICE, A | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 176756.90000 176756.90| 180000.00000 180000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 46753.88000 46753.88| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0009 202-03783 1.000 EACH | 841.29000 841.29| 240.00000 240.00| SIGN, PANEL, REMOVE | | | 0010 202-74040 1.000 EACH | 841.29000 841.29| 100.00000 100.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0011 202-91840 1711.000 m | 7.35000 12575.85| 8.00000 13688.00| FENCE, CHAIN LINK, REMOVE | | | 0012 202-99626 1.000 EACH | 1095.05000 1095.05| 260.00000 260.00| FOUNDATION FOR SIGNING, REMOVE | | | 0013 203-02000 387.000 m3 | 32.44000 12554.28| 7.00000 2709.00| EXCAVATION, COMMON | | | 0014 205-06931 137.000 Mg | 41.59000 5697.83| 49.00000 6713.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06937 1936.000 m | 10.19000 19727.84| 9.00000 17424.00| TEMPORARY SILT FENCE | | | 0016 211-07454 9.000 m3 | 113.56000 1022.04| 150.00000 1350.00| STRUCTURE BACKFILL | | | 0017 601-06035 100.000 m | 40.67000 4067.00| 39.00000 3900.00| GUARDRAIL, RESET | | | 0018 603-04160 6.000 EACH | 2607.25000 15643.50| 2500.00000 15000.00| FENCE GATE, CHAIN LINK, 1220 mm X 9.8 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 270 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,856,605.89 ROUTE : I-65 CALL ORDER : 270 CONTRACT ID : R -28015-A COUNTIES : CLARK LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( ) |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 603-06045 35.000 m | 70.40000 2464.00| 67.50000 2362.50| FENCE, CHAIN LINK, 1220 mm | | | 0020 615-06490 14.000 EACH | 112.63000 1576.82| 108.00000 1512.00| RIGHT OF WAY MARKER | | | 0021 616-02320 1543.000 m2 | 2.09000 3224.87| 2.80000 4320.40| GEOTEXTILES | | | 0022 616-05689 5.000 Mg | 122.52000 612.60| 70.00000 350.00| RIPRAP, CLASS 2 | | | 0023 616-06405 20.000 Mg | 30.52000 610.40| 70.00000 1400.00| RIPRAP, REVETMENT | | | 0024 616-06451 1170.000 Mg | 20.68000 24195.60| 32.00000 37440.00| RIPRAP, UNIFORM | | | 0025 620-08426 LUMP | 32007.60000 32007.60| 34039.82000 34039.82| SOUND BARRIER DESIGN AND LAYOUT | | | 0026 620-08427 10587.000 m2 | 61.54000 651523.98| 85.00000 899895.00| SOUND BARRIER ERECTION | | | 0027 620-08428 10587.000 m2 | 208.24000 2204636.88| 200.00000 2117400.00| SOUND BARRIER PANELS | | | 0028 621-01004 2.000 EACH | 469.31000 938.62| 450.00000 900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 24462.000 m2 | 0.33000 8072.46| 0.32000 7827.84| MULCHED SEEDING, R | | | 0030 621-06567 118.000 kL | 5.21000 614.78| 5.00000 590.00| WATER | | | 0031 621-06574 6526.000 m2 | 3.12000 20361.12| 2.99000 19512.74| SODDING | | | 0032 621-98038 536.000 m3 | 46.41000 24875.76| 44.50000 23852.00| MULCH, HARDWOOD SHREDDED BARK | | | 0033 622-05624 119.000 EACH | 65.18000 7756.42| 62.50000 7437.50| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 900 TO 1200 mm | | | 0034 622-05625 95.000 EACH | 75.61000 7182.95| 72.50000 6887.50| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | 0035 622-05626 96.000 EACH | 250.30000 24028.80| 240.00000 23040.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0036 622-05639 84.000 EACH | 46.93000 3942.12| 45.00000 3780.00| PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 270 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,856,605.89 ROUTE : I-65 CALL ORDER : 270 CONTRACT ID : R -28015-A COUNTIES : CLARK LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( ) |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 622-05640 304.000 EACH | 57.36000 17437.44| 55.00000 16720.00| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0038 715-02629 1.000 EACH | 777.20000 777.20| 1200.00000 1200.00| SAFETY METAL END SECTION, 6:1, 450 mm | | | 0039 715-02630 1.000 EACH | 1013.22000 1013.22| 1700.00000 1700.00| SAFETY METAL END SECTION, 6:1, 600 mm | | | 0040 715-05152 2.000 m | 360.82000 721.64| 275.00000 550.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0041 715-05154 12.000 m | 235.62000 2827.44| 290.00000 3480.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-97834 4.000 EACH | 4516.89000 18067.56| 4500.00000 18000.00| GRATED BOX END SECTION, II, 4:1, 450 mm | | | 0043 715-98976 4.000 EACH | 6793.61000 27174.44| 5400.00000 21600.00| GRATED BOX END SECTION, II, 6:1, 600 mm | | | 0044 801-06640 20.000 EACH | 109.50000 2190.00| 120.00000 2400.00| CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 53382.01000 53382.01| 60000.00000 60000.00| MAINTAINING TRAFFIC | | | 0046 802-07158 1.000 EACH | 3562.70000 3562.70| 3820.00000 3820.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0047 802-76140 1.000 EACH | 19373.05000 19373.05| 18000.00000 18000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0048 802-76175 5.000 m | 454.12000 2270.60| 600.00000 3000.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0049 802-76235 1.000 EACH | 120.18000 120.18| 1000.00000 1000.00| INSTALL OVERHEAD SIGN | | | 0050 805-86889 37.000 m | 1.56000 57.72| 1.10000 40.70| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0051 807-02191 1.000 EACH | 810.15000 810.15| 700.00000 700.00| HANDHOLE, LIGHTING | | | 0052 807-07580 12.000 m | 32.87000 394.44| 16.00000 192.00| WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0053 807-86790 2.000 EACH | 543.28000 1086.56| 600.00000 1200.00| LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 270 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,856,605.89 ROUTE : I-65 CALL ORDER : 270 CONTRACT ID : R -28015-A COUNTIES : CLARK LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( ) |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 807-86910 1.000 EACH | 44.92000 44.92| 28.00000 28.00| CONNECTOR KIT, UNFUSED | | | 0055 807-86915 2.000 EACH | 44.92000 89.84| 28.00000 56.00| CONNECTOR KIT, FUSED | | | 0056 807-86925 4.000 EACH | 34.59000 138.36| 18.00000 72.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0057 807-86930 3.000 EACH | 27.82000 83.46| 12.00000 36.00| INSULATION LINK, NONWATERPROOFED | | | 0058 807-86935 4.000 EACH | 34.59000 138.36| 18.00000 72.00| INSULATING LINK, WATERPROOFED | | | SECTION TOTALS | $ 3,535,138.09| $ 3,663,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,535,138.09| $ 3,663,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,020,020.02 ROUTE : CALL ORDER : 280 CONTRACT ID : R -28044-A COUNTIES : LAKE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 3,675,586.73 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,812,601.84 103.7277% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 4,122,244.36 112.1520% ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION 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 | 33000.00000 33000.00| 100000.00000 100000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2000.00000 24000.00| 750.00000 9000.00| 2500.00000 30000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 180000.00000 180000.00| 200000.00000 200000.00| 200000.00000 200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 34000.00000 34000.00| 40000.00000 40000.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 434.000 SYS | 8.60000 3732.40| 9.50000 4123.00| 12.00000 5208.00 PAVEMENT REMOVAL | | | 0009 202-03000 LUMP | 25500.00000 25500.00| 25000.00000 25000.00| 30000.00000 30000.00 HOUSES AND BUILDINGS, REMOVE ,BUILDING | | | NO. 50 | | | 0010 203-02000 5379.000 CYS | 7.50000 40342.50| 10.80000 58093.20| 9.00000 48411.00 EXCAVATION, COMMON | | | 0011 203-02070 475.000 CYS | 17.50000 8312.50| 2.86000 1358.50| 20.00000 9500.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,020,020.02 ROUTE : CALL ORDER : 280 CONTRACT ID : R -28044-A COUNTIES : LAKE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-03371 177.000 CYS | 7.50000 1327.50| 2.00000 354.00| 15.00000 2655.00 SEDIMENT, REMOVE | | | 0013 205-06932 30.000 LFT | 23.00000 690.00| 23.00000 690.00| 25.00000 750.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06937 502.000 LFT | 2.00000 1004.00| 2.00000 1004.00| 2.17000 1089.34 TEMPORARY SILT FENCE | | | 0015 206-51225 398.000 CYS | 14.00000 5572.00| 16.00000 6368.00| 60.00000 23880.00 EXCAVATION, DRY | | | 0016 206-51817 462.000 SFT | 31.00000 14322.00| 30.00000 13860.00| 30.00000 13860.00 SHEET PILING, STEEL | | | 0017 207-08262 7312.000 SYS | 9.50000 69464.00| 0.38000 2778.56| 4.50000 32904.00 SUBGRADE TREATMENT, TYPE I | | | 0018 210-08238 LUMP | 160000.00000 160000.00| 45000.00000 45000.00| 150000.00000 150000.00 STORMWATER BMP DEVICE NO. 3 | | | 0019 211-02050 4644.000 CYS | 13.53000 62833.32| 12.04000 55913.76| 14.50000 67338.00 B BORROW | | | 0020 211-07454 12849.000 CYS | 10.17000 130674.33| 12.04000 154701.96| 14.50000 186310.50 STRUCTURE BACKFILL | | | 0021 301-07448 728.000 TON | 16.70000 12157.60| 11.20000 8153.60| 18.77000 13664.56 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 40.000 CYS | 33.70000 1348.00| 19.60000 784.00| 40.00000 1600.00 DENSE GRADED SUBBASE | | | 0023 401-07334 188.000 TON | 74.50000 14006.00| 74.50000 14006.00| 74.50000 14006.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0024 401-07403 312.000 TON | 49.50000 15444.00| 49.50000 15444.00| 49.50000 15444.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07408 1093.000 TON | 36.00000 39348.00| 36.00000 39348.00| 36.00000 39348.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0026 402-07432 177.000 TON | 56.00000 9912.00| 56.00000 9912.00| 56.00000 9912.00 HMA SURFACE, TYPE A | | | 0027 402-07435 648.000 TON | 40.00000 25920.00| 40.00000 25920.00| 40.00000 25920.00 HMA INTERMEDIATE, TYPE A | | | 0028 404-05511 534.000 SYS | 6.00000 3204.00| 6.00000 3204.00| 6.00000 3204.00 SEAL COAT, 2 | | | 0029 406-05520 1.000 TON | 180.00000 180.00| 180.00000 180.00| 180.00000 180.00 ASPHALT FOR TACK COAT | | | 0030 601-06037 2.000 EACH | 1125.00000 2250.00| 860.00000 1720.00| 1222.83000 2445.66 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 220.000 LFT | 20.00000 4400.00| 24.00000 5280.00| 21.74000 4782.80 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,020,020.02 ROUTE : CALL ORDER : 280 CONTRACT ID : R -28044-A COUNTIES : LAKE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 602-06729 35.000 EACH | 6.00000 210.00| 6.00000 210.00| 8.70000 304.50 BARRIER DELINEATOR | | | 0033 602-91266 1043.000 LFT | 76.82000 80123.26| 50.00000 52150.00| 50.00000 52150.00 MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0034 605-06150 768.000 LFT | 17.50000 13440.00| 17.50000 13440.00| 22.50000 17280.00 CURB AND GUTTER, C, CONCRETE | | | 0035 605-06255 342.000 SYS | 90.00000 30780.00| 90.00000 30780.00| 34.00000 11628.00 CENTER CURB, D, CONCRETE | | | 0036 609-06259 240.000 SYS | 61.00000 14640.00| 55.00000 13200.00| 50.00000 12000.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0037 615-06515 3.000 EACH | 155.00000 465.00| 85.00000 255.00| 300.00000 900.00 MONUMENT, D | | | 0038 621-01004 1.000 EACH | 400.00000 400.00| 400.00000 400.00| 445.00000 445.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.000 TON | 885.00000 885.00| 885.00000 885.00| 985.00000 985.00 FERTILIZER | | | 0040 621-06557 144.000 LBS | 6.80000 979.20| 6.80000 979.20| 7.50000 1080.00 SEED MIXTURE, T | | | 0041 621-06565 3.000 TON | 595.00000 1785.00| 595.00000 1785.00| 660.00000 1980.00 MULCHING MATERIAL | | | 0042 621-06567 58.000 kGAL | 5.00000 290.00| 5.00000 290.00| 5.50000 319.00 WATER | | | 0043 621-06570 955.000 CYS | 18.58000 17743.90| 19.85000 18956.75| 3.00000 2865.00 TOP SOIL | | | 0044 621-06575 7204.000 SYS | 3.20000 23052.80| 3.20000 23052.80| 3.50000 25214.00 SODDING, NURSERY | | | 0045 701-06011 2.000 EACH | 3100.00000 6200.00| 3500.00000 7000.00| 5000.00000 10000.00 DYNAMIC PILE LOAD TEST | | | 0046 701-06012 2.000 EACH | 5276.00000 10552.00| 1900.00000 3800.00| 1000.00000 2000.00 TEST PILE, RESTRIKE | | | 0047 701-06027 2.000 EACH | 5276.00000 10552.00| 2300.00000 4600.00| 5000.00000 10000.00 TEST PILE | | | 0048 701-91792 50.000 EACH | 148.80000 7440.00| 100.00000 5000.00| 100.00000 5000.00 PILE TIP, STEEL H | | | 0049 701-95780 5900.000 LFT | 37.36000 220424.00| 40.32000 237888.00| 39.00000 230100.00 PILE, STEEL H, HP 12 X 74 | | | 0050 702-51005 347.000 CYS | 450.00000 156150.00| 500.00000 173500.00| 475.00000 164825.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,020,020.02 ROUTE : CALL ORDER : 280 CONTRACT ID : R -28044-A COUNTIES : LAKE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 702-51015 124.000 CYS | 350.00000 43400.00| 300.00000 37200.00| 475.00000 58900.00 CONCRETE, B, FOOTINGS | | | 0052 702-51863 44.000 EACH | 9.00000 396.00| 10.00000 440.00| 12.00000 528.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51030 77389.000 LBS | 0.82000 63458.98| 0.82000 63458.98| 0.87000 67328.43 REINFORCING STEEL | | | 0054 703-51032 138431.000 LBS | 0.85000 117666.35| 0.87000 120434.97| 0.93000 128740.83 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 348.000 CYS | 500.00000 174000.00| 500.00000 174000.00| 475.00000 165300.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-51020 63.000 CYS | 400.00000 25200.00| 330.00000 20790.00| 475.00000 29925.00 CONCRETE, C, RAILING | | | 0057 709-51821 LUMP | 8000.00000 8000.00| 8000.00000 8000.00| 8000.00000 8000.00 SURFACE SEAL | | | 0058 711-04121 28.000 EACH | 52.35000 1465.80| 75.00000 2100.00| 100.00000 2800.00 ANCHOR BOLT, AB1 | | | 0059 711-51038 LUMP | 987000.00000 987000.00| 1371000.00000 1371000.00| 1371812.16000 1371812.16 STRUCTURAL STEEL | | | 0060 711-51114 8.000 EACH | 50.00000 400.00| 75.00000 600.00| 20.00000 160.00 ANCHOR BOLT, AR22 | | | 0061 715-05149 933.000 LFT | 19.10000 17820.30| 19.51000 18202.83| 36.00000 33588.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0062 715-05152 339.000 LFT | 27.85000 9441.15| 27.00000 9153.00| 38.00000 12882.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0063 715-05153 21.000 LFT | 34.60000 726.60| 32.49000 682.29| 50.00000 1050.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0064 715-05156 1153.000 LFT | 68.00000 78404.00| 68.80000 79326.40| 84.00000 96852.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0065 720-04666 8.000 EACH | 1300.00000 10400.00| 1313.00000 10504.00| 2100.00000 16800.00 CATCH BASIN , K | | | 0066 720-45235 1.000 EACH | 1370.00000 1370.00| 1313.00000 1313.00| 1700.00000 1700.00 CATCH BASIN, E7 | | | 0067 720-45250 6.000 EACH | 1550.00000 9300.00| 1313.00000 7878.00| 2100.00000 12600.00 CATCH BASIN, K10 | | | 0068 720-45410 8.000 EACH | 1300.00000 10400.00| 2079.00000 16632.00| 1955.00000 15640.00 MANHOLE, C4 | | | 0069 720-45515 1.000 EACH | 2175.00000 2175.00| 2410.00000 2410.00| 2875.00000 2875.00 MANHOLE, D4, MODIFIED | | | 0070 720-91973 6.000 EACH | 2690.00000 16140.00| 2410.00000 14460.00| 2875.00000 17250.00 MANHOLE, H4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,020,020.02 ROUTE : CALL ORDER : 280 CONTRACT ID : R -28044-A COUNTIES : LAKE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 724-51925 181.000 LFT | 109.00000 19729.00| 42.00000 7602.00| 100.00000 18100.00 STRUCTURAL EXPANSION JOINT, SS | | | 0072 731-93945 20072.000 SFT | 12.00000 240864.00| 11.50000 230828.00| 12.50000 250900.00 FACE PANELS, CONCRETE | | | 0073 731-93946 20072.000 SFT | 11.96000 240061.12| 5.65000 113406.80| 8.00000 160576.00 WALL ERECTION | | | 0074 731-93947 1245.000 LFT | 12.00000 14940.00| 10.70000 13321.50| 16.87000 21003.15 LEVELING PAD, CONCRETE | | | 0075 801-04308 1.000 EACH | 350.00000 350.00| 350.00000 350.00| 560.00000 560.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06640 1.000 EACH | 155.00000 155.00| 155.00000 155.00| 303.26000 303.26 CONSTRUCTION SIGN, A | | | 0077 801-06645 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 88.00000 88.00 CONSTRUCTION SIGN, B | | | 0078 801-06775 LUMP | 2500.00000 2500.00| 750.00000 750.00| 4600.00000 4600.00 MAINTAINING TRAFFIC | | | 0079 801-08388 176.000 LFT | 21.40000 3766.40| 16.50000 2904.00| 40.00000 7040.00 TEMPORARY TRAFFIC BARRIER | | | 0080 802-05701 120.000 LFT | 14.10000 1692.00| 11.30000 1356.00| 16.00000 1920.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-76025 39.000 SFT | 13.70000 534.30| 13.60000 530.40| 15.00000 585.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0082 802-76035 48.000 SFT | 14.00000 672.00| 15.00000 720.00| 15.16000 727.68 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0083 805-06592 584.000 LFT | 16.00000 9344.00| 11.60000 6774.40| 18.00000 10512.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0084 805-98336 693.000 LFT | 5.00000 3465.00| 5.88000 4074.84| 5.22000 3617.46 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0085 807-02191 2.000 EACH | 640.00000 1280.00| 600.00000 1200.00| 700.00000 1400.00 HANDHOLE, LIGHTING | | | 0086 807-04744 LUMP | 17800.00000 17800.00| 18120.00000 18120.00| 20000.00000 20000.00 LIGHTING , DECORATIVE | | | 0087 807-07580 1486.000 LFT | 5.00000 7430.00| 5.88000 8737.68| 5.22000 7756.92 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,020,020.02 ROUTE : CALL ORDER : 280 CONTRACT ID : R -28044-A COUNTIES : LAKE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 807-86810 1.000 EACH | 2700.00000 2700.00| 3720.00000 3720.00| 2934.78000 2934.78 SERVICE POINT, II | | | 0089 807-86925 8.000 EACH | 28.00000 224.00| 24.00000 192.00| 31.00000 248.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0090 807-86935 8.000 EACH | 22.00000 176.00| 21.00000 168.00| 23.91000 191.28 INSULATION LINK, WATERPROOFED | | | 0091 808-05866 5.000 SYS | 40.00000 200.00| 40.00000 200.00| 24.40000 122.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0092 808-06368 669.000 LFT | 1.20000 802.80| 1.20000 802.80| 0.57000 381.33 TRANSVERSE MARKING, REMOVE | | | 0093 808-06701 20.000 LFT | 0.38000 7.60| 0.38000 7.60| 7.49000 149.80 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0094 808-06703 1439.000 LFT | 0.38000 546.82| 0.38000 546.82| 0.47000 676.33 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0095 808-06705 168.000 LFT | 0.38000 63.84| 0.38000 63.84| 2.15000 361.20 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0096 808-06716 1500.000 LFT | 0.40000 600.00| 0.40000 600.00| 0.49000 735.00 LINE, REMOVE | | | 0097 808-75245 3772.000 LFT | 0.38000 1433.36| 0.38000 1433.36| 0.37000 1395.64 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0098 808-75260 256.000 LFT | 1.20000 307.20| 1.20000 307.20| 1.95000 499.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0099 808-75278 194.000 LFT | 1.20000 232.80| 1.20000 232.80| 2.15000 417.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0100 808-75297 64.000 LFT | 3.00000 192.00| 3.00000 192.00| 4.70000 300.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0101 808-75320 1.000 EACH | 55.00000 55.00| 55.00000 55.00| 82.61000 82.61 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0102 808-75325 1.000 EACH | 65.00000 65.00| 65.00000 65.00| 163.04000 163.04 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0103 211-06467 54.000 CYS | 38.50000 2079.00| 40.00000 2160.00| 30.00000 1620.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 280 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,020,020.02 ROUTE : CALL ORDER : 280 CONTRACT ID : R -28044-A COUNTIES : LAKE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 616-02320 2018.000 SYS | 2.50000 5045.00| 1.00000 2018.00| 3.00000 6054.00 GEOTEXTILES | | | SECTION TOTALS | $ 3,675,586.73| $ 3,812,601.84| $ 4,122,244.36 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,675,586.73| $ 3,812,601.84| $ 4,122,244.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 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 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 589,322.00 100.0000% 2 35-1181156 KANIZER EXCAVATING CO $ 628,500.89 106.6481% 3 90-0177865 HIS CONSTRUCTORS LLC $ 648,800.00 110.0926% 4 35-1212938 ATLAS EXCAVATING, INC. $ 653,817.21 110.9440% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 664,000.00 112.6719% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 731,023.55 124.0448% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 783,394.48 132.9315% ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-1181156 |( 3 ) 90-0177865 |HARVEY, GEORGE R. & SON, INC |KANIZER EXCAVATING CO |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 | 15000.00000 15000.00| 14000.00000 14000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| 2500.00000 22500.00| 1500.00000 13500.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 29500.00000 29500.00| 10000.00000 10000.00| 32300.00000 32300.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 12000.00000 12000.00| 2500.00000 2500.00| 19400.00000 19400.00 CLEARING RIGHT OF WAY | | | 0009 202-02241 109.000 m | 10.00000 1090.00| 14.00000 1526.00| 14.10000 1536.90 GUARDRAIL, REMOVE | | | 0010 202-51330 LUMP | 10000.00000 10000.00| 11000.00000 11000.00| 19240.39000 19240.39 PRESENT STRUCTURE, REMOVE | | | 0011 202-74035 3.000 EACH | 50.00000 150.00| 100.00000 300.00| 75.00000 225.00 SIGN, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-1181156 |( 3 ) 90-0177865 |HARVEY, GEORGE R. & SON, INC |KANIZER EXCAVATING CO |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02000 996.400 m3 | 10.00000 9964.00| 8.00000 7971.20| 32.00000 31884.80 EXCAVATION, COMMON | | | 0013 203-02070 5813.600 m3 | 15.60000 90692.16| 22.00000 127899.20| 18.00000 104644.80 BORROW | | | 0014 205-06931 26.000 Mg | 40.00000 1040.00| 50.00000 1300.00| 60.00000 1560.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 50.000 m | 44.00000 2200.00| 37.00000 1850.00| 38.00000 1900.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06937 490.000 m | 5.60000 2744.00| 4.60000 2254.00| 4.70000 2303.00 TEMPORARY SILT FENCE | | | 0017 207-08265 3934.000 m2 | 5.50000 21637.00| 5.50000 21637.00| 5.75000 22620.50 SUBGRADE TREATMENT, TYPE IIA | | | 0018 211-07454 183.400 m3 | 25.00000 4585.00| 75.00000 13755.00| 62.00000 11370.80 STRUCTURE BACKFILL | | | 0019 301-07448 1131.200 Mg | 21.00000 23755.20| 25.00000 28280.00| 31.00000 35067.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 306-08043 224.000 m2 | 13.50000 3024.00| 3.00000 672.00| 12.50000 2800.00 MILLING, TRANSITION | | | 0021 401-06264 LUMP | 1540.00000 1540.00| 1400.00000 1400.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0022 401-07320 382.300 Mg | 71.25000 27238.88| 75.00000 28672.50| 73.00000 27907.90 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0023 401-07389 878.000 Mg | 56.75000 49826.50| 60.00000 52680.00| 66.00000 57948.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07406 1076.100 Mg | 58.00000 62413.80| 60.00000 64566.00| 63.00000 67794.30 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0025 402-07432 201.200 Mg | 89.00000 17906.80| 90.00000 18108.00| 63.00000 12675.60 HMA SURFACE, TYPE A | | | 0026 404-05511 1118.000 m2 | 4.50000 5031.00| 4.00000 4472.00| 3.50000 3913.00 SEAL COAT, 2 | | | 0027 406-05520 2.900 Mg | 715.00000 2073.50| 650.00000 1885.00| 275.00000 797.50 ASPHALT FOR TACK COAT | | | 0028 601-01700 1.000 EACH | 2030.00000 2030.00| 2000.00000 2000.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01839 1.000 EACH | 2030.00000 2030.00| 2000.00000 2000.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0030 601-06854 2.000 EACH | 2932.50000 5865.00| 2900.00000 5800.00| 2700.00000 5400.00 GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-1181156 |( 3 ) 90-0177865 |HARVEY, GEORGE R. & SON, INC |KANIZER EXCAVATING CO |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 601-94689 2.000 EACH | 2375.00000 4750.00| 2400.00000 4800.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 99.060 m | 51.00000 5052.06| 50.00000 4953.00| 45.00000 4457.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 605-94811 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 CURB TURNOUT | | | 0034 605-97937 180.000 m | 70.00000 12600.00| 30.00000 5400.00| 55.00000 9900.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0035 610-07486 17.400 Mg | 93.00000 1618.20| 90.00000 1566.00| 160.00000 2784.00 HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 2.000 EACH | 207.00000 414.00| 200.00000 400.00| 190.00000 380.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 19.000 EACH | 130.00000 2470.00| 100.00000 1900.00| 115.00000 2185.00 RIGHT OF WAY MARKER | | | 0038 615-06510 2.000 EACH | 586.00000 1172.00| 600.00000 1200.00| 525.00000 1050.00 MONUMENT, C | | | 0039 616-02320 215.000 m2 | 3.50000 752.50| 4.00000 860.00| 2.50000 537.50 GEOTEXTILES | | | 0040 616-06405 101.000 Mg | 30.00000 3030.00| 20.00000 2020.00| 35.00000 3535.00 RIPRAP, REVETMENT | | | 0041 621-01004 1.000 EACH | 1035.00000 1035.00| 1000.00000 1000.00| 910.00000 910.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01597 28.000 m2 | 2.30000 64.40| 3.00000 84.00| 2.05000 57.40 EROSION CONTROL, MAT | | | 0043 621-01743 68.000 kg | 12.90000 877.20| 11.20000 761.60| 11.25000 765.00 SEED MIXTURE, GRASS, 2 | | | 0045 621-06545 0.531 Mg | 760.00000 403.56| 660.00000 350.46| 665.00000 353.12 FERTILIZER | | | 0046 621-06553 112.100 kg | 8.35000 936.04| 7.25000 812.73| 7.35000 823.94 SEED MIXTURE, R | | | 0047 621-06565 2.700 Mg | 506.00000 1366.20| 500.00000 1350.00| 445.00000 1201.50 MULCHING MATERIAL | | | 0048 621-06567 14.800 kL | 1.15000 17.02| 1.00000 14.80| 1.00000 14.80 WATER | | | 0049 621-06574 678.900 m2 | 6.60000 4480.74| 6.00000 4073.40| 5.90000 4005.51 SODDING | | | 0050 621-52448 4.000 EACH | 46.00000 184.00| 50.00000 200.00| 41.00000 164.00 SIGN, DO NOT SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-1181156 |( 3 ) 90-0177865 |HARVEY, GEORGE R. & SON, INC |KANIZER EXCAVATING CO |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 622-98200 4.000 EACH | 46.00000 184.00| 50.00000 200.00| 41.00000 164.00 SIGN, DO NOT DISTURB | | | 0052 714-07534 15.700 m | 4060.00000 63742.00| 5600.00000 87920.00| 3500.00000 54950.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1500 mm | | | 0053 715-05048 30.000 m | 30.00000 900.00| 65.00000 1950.00| 50.00000 1500.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0054 715-05049 30.000 m | 35.00000 1050.00| 65.00000 1950.00| 55.00000 1650.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0055 715-05051 30.000 m | 45.00000 1350.00| 65.00000 1950.00| 60.00000 1800.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0056 715-05123 22.000 m | 100.00000 2200.00| 90.00000 1980.00| 135.00000 2970.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0057 715-05152 17.100 m | 110.00000 1881.00| 90.00000 1539.00| 145.00000 2479.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0058 715-05168 7.300 m | 65.00000 474.50| 70.00000 511.00| 105.00000 766.50 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0059 715-05169 13.000 m | 72.00000 936.00| 70.00000 910.00| 115.00000 1495.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-46000 2.000 EACH | 225.00000 450.00| 200.00000 400.00| 415.00000 830.00 PIPE END SECTION, 300 mm | | | 0061 715-46005 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 435.00000 870.00 PIPE END SECTION, 375 mm | | | 0062 715-46010 1.000 EACH | 350.00000 350.00| 300.00000 300.00| 475.00000 475.00 PIPE END SECTION, 450 mm | | | 0063 715-46020 2.000 EACH | 400.00000 800.00| 500.00000 1000.00| 500.00000 1000.00 PIPE END SECTION, 600 mm | | | 0064 720-45030 1.000 EACH | 1200.00000 1200.00| 600.00000 600.00| 1300.00000 1300.00 INLET, E7 | | | 0065 720-45230 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00| 1450.00000 1450.00 CATCH BASIN, D6 | | | 0066 723-06660 26.000 m2 | 1200.00000 31200.00| 750.00000 19500.00| 1200.00000 31200.00 WINGWALL | | | 0067 801-04308 4.000 EACH | 225.00000 900.00| 400.00000 1600.00| 255.00000 1020.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06625 24.000 EACH | 115.00000 2760.00| 120.00000 2880.00| 122.00000 2928.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 18.000 EACH | 190.00000 3420.00| 300.00000 5400.00| 107.00000 1926.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-1181156 |( 3 ) 90-0177865 |HARVEY, GEORGE R. & SON, INC |KANIZER EXCAVATING CO |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 801-06645 2.000 EACH | 46.00000 92.00| 100.00000 200.00| 36.00000 72.00 CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 3000.00000 3000.00| 4000.00000 4000.00| 1100.00000 1100.00 MAINTAINING TRAFFIC | | | 0072 801-07118 28.800 m | 45.00000 1296.00| 50.00000 1440.00| 42.00000 1209.60 BARRICADE, III-A | | | 0073 801-07119 28.800 m | 49.00000 1411.20| 60.00000 1728.00| 41.00000 1180.80 BARRICADE, III-B | | | 0074 802-05702 9.600 m | 39.40000 378.24| 40.00000 384.00| 35.00000 336.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 2.460 m2 | 200.00000 492.00| 200.00000 492.00| 174.00000 428.04 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 804-06725 11.000 EACH | 24.00000 264.00| 30.00000 330.00| 21.50000 236.50 DELINEATOR WITH POST, D1, 75 mm | | | 0077 808-06713 1220.000 m | 0.78000 951.60| 1.50000 1830.00| 0.91000 1110.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0078 808-06714 1220.000 m | 0.78000 951.60| 1.50000 1830.00| 0.91000 1110.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0079 808-75998 54.000 EACH | 35.65000 1925.10| 50.00000 2700.00| 28.25000 1525.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 589,322.00| $ 628,500.89| $ 648,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 589,322.00| $ 628,500.89| $ 648,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1212938 |( 5 ) 35-0918397 |( 6 ) 35-1618530 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |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 | 10500.00000 10500.00| 9800.00000 9800.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1900.00000 17100.00| 2250.00000 20250.00| 1800.00000 16200.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 32550.00000 32550.00| 33000.00000 33000.00| 36000.00000 36000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 13000.00000 13000.00| 19900.00000 19900.00| 21000.00000 21000.00 CLEARING RIGHT OF WAY | | | 0009 202-02241 109.000 m | 10.00000 1090.00| 14.00000 1526.00| 14.50000 1580.50 GUARDRAIL, REMOVE | | | 0010 202-51330 LUMP | 4000.00000 4000.00| 19000.00000 19000.00| 32000.00000 32000.00 PRESENT STRUCTURE, REMOVE | | | 0011 202-74035 3.000 EACH | 100.00000 300.00| 150.00000 450.00| 65.00000 195.00 SIGN, REMOVE | | | 0012 203-02000 996.400 m3 | 40.00000 39856.00| 23.00000 22917.20| 20.00000 19928.00 EXCAVATION, COMMON | | | 0013 203-02070 5813.600 m3 | 12.00000 69763.20| 16.00000 93017.60| 18.00000 104644.80 BORROW | | | 0014 205-06931 26.000 Mg | 40.00000 1040.00| 75.00000 1950.00| 50.00000 1300.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 50.000 m | 38.00000 1900.00| 38.50000 1925.00| 40.00000 2000.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06937 490.000 m | 4.80000 2352.00| 4.98000 2440.20| 5.00000 2450.00 TEMPORARY SILT FENCE | | | 0017 207-08265 3934.000 m2 | 5.00000 19670.00| 10.50000 41307.00| 6.00000 23604.00 SUBGRADE TREATMENT, TYPE IIA | | | 0018 211-07454 183.400 m3 | 53.00000 9720.20| 22.00000 4034.80| 50.00000 9170.00 STRUCTURE BACKFILL | | | 0019 301-07448 1131.200 Mg | 30.00000 33936.00| 23.00000 26017.60| 22.00000 24886.40 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1212938 |( 5 ) 35-0918397 |( 6 ) 35-1618530 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08043 224.000 m2 | 13.00000 2912.00| 19.00000 4256.00| 20.00000 4480.00 MILLING, TRANSITION | | | 0021 401-06264 LUMP | 1500.00000 1500.00| 1440.00000 1440.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0022 401-07320 382.300 Mg | 68.00000 25996.40| 71.65000 27391.80| 65.00000 24849.50 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0023 401-07389 878.000 Mg | 54.00000 47412.00| 64.70000 56806.60| 52.00000 45656.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07406 1076.100 Mg | 54.00000 58109.40| 61.51000 66190.91| 53.00000 57033.30 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0025 402-07432 201.200 Mg | 85.00000 17102.00| 61.67000 12408.00| 82.00000 16498.40 HMA SURFACE, TYPE A | | | 0026 404-05511 1118.000 m2 | 4.20000 4695.60| 3.75000 4192.50| 4.50000 5031.00 SEAL COAT, 2 | | | 0027 406-05520 2.900 Mg | 700.00000 2030.00| 298.91000 866.84| 700.00000 2030.00 ASPHALT FOR TACK COAT | | | 0028 601-01700 1.000 EACH | 62.00000 62.00| 1765.00000 1765.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01839 1.000 EACH | 2000.00000 2000.00| 1765.00000 1765.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0030 601-06854 2.000 EACH | 2000.00000 4000.00| 2550.00000 5100.00| 2600.00000 5200.00 GUARDRAIL, W-BEAM, NESTED | | | 0031 601-94689 2.000 EACH | 3100.00000 6200.00| 2065.00000 4130.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 99.060 m | 46.00000 4556.76| 44.40000 4398.26| 45.00000 4457.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 605-94811 1.000 EACH | 520.00000 520.00| 666.00000 666.00| 1200.00000 1200.00 CURB TURNOUT | | | 0034 605-97937 180.000 m | 75.00000 13500.00| 57.00000 10260.00| 65.00000 11700.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0035 610-07486 17.400 Mg | 85.00000 1479.00| 158.00000 2749.20| 85.00000 1479.00 HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 2.000 EACH | 120.00000 240.00| 180.00000 360.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 19.000 EACH | 125.00000 2375.00| 112.00000 2128.00| 120.00000 2280.00 RIGHT OF WAY MARKER | | | 0038 615-06510 2.000 EACH | 400.00000 800.00| 510.00000 1020.00| 550.00000 1100.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1212938 |( 5 ) 35-0918397 |( 6 ) 35-1618530 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-02320 215.000 m2 | 2.00000 430.00| 3.00000 645.00| 4.50000 967.50 GEOTEXTILES | | | 0040 616-06405 101.000 Mg | 40.00000 4040.00| 34.00000 3434.00| 30.00000 3030.00 RIPRAP, REVETMENT | | | 0041 621-01004 1.000 EACH | 950.00000 950.00| 750.00000 750.00| 950.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01597 28.000 m2 | 2.10000 58.80| 16.30000 456.40| 2.25000 63.00 EROSION CONTROL, MAT | | | 0043 621-01743 68.000 kg | 12.00000 816.00| 12.45000 846.60| 12.00000 816.00 SEED MIXTURE, GRASS, 2 | | | 0045 621-06545 0.531 Mg | 700.00000 371.70| 710.00000 377.01| 700.00000 371.70 FERTILIZER | | | 0046 621-06553 112.100 kg | 7.50000 840.75| 7.55000 846.36| 7.50000 840.75 SEED MIXTURE, R | | | 0047 621-06565 2.700 Mg | 450.00000 1215.00| 540.00000 1458.00| 450.00000 1215.00 MULCHING MATERIAL | | | 0048 621-06567 14.800 kL | 1.00000 14.80| 5.00000 74.00| 1.00000 14.80 WATER | | | 0049 621-06574 678.900 m2 | 6.00000 4073.40| 6.25000 4243.13| 6.00000 4073.40 SODDING | | | 0050 621-52448 4.000 EACH | 42.00000 168.00| 25.00000 100.00| 45.00000 180.00 SIGN, DO NOT SPRAY | | | 0051 622-98200 4.000 EACH | 42.00000 168.00| 25.00000 100.00| 45.00000 180.00 SIGN, DO NOT DISTURB | | | 0052 714-07534 15.700 m | 6200.00000 97340.00| 6225.00000 97732.50| 8000.00000 125600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1500 mm | | | 0053 715-05048 30.000 m | 80.00000 2400.00| 16.00000 480.00| 60.00000 1800.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0054 715-05049 30.000 m | 85.00000 2550.00| 18.00000 540.00| 65.00000 1950.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0055 715-05051 30.000 m | 95.00000 2850.00| 19.00000 570.00| 80.00000 2400.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0056 715-05123 22.000 m | 160.00000 3520.00| 135.00000 2970.00| 200.00000 4400.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0057 715-05152 17.100 m | 150.00000 2565.00| 140.00000 2394.00| 300.00000 5130.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0058 715-05168 7.300 m | 100.00000 730.00| 112.00000 817.60| 140.00000 1022.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1212938 |( 5 ) 35-0918397 |( 6 ) 35-1618530 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-05169 13.000 m | 120.00000 1560.00| 100.00000 1300.00| 140.00000 1820.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-46000 2.000 EACH | 700.00000 1400.00| 300.00000 600.00| 500.00000 1000.00 PIPE END SECTION, 300 mm | | | 0061 715-46005 2.000 EACH | 750.00000 1500.00| 300.00000 600.00| 550.00000 1100.00 PIPE END SECTION, 375 mm | | | 0062 715-46010 1.000 EACH | 800.00000 800.00| 315.00000 315.00| 600.00000 600.00 PIPE END SECTION, 450 mm | | | 0063 715-46020 2.000 EACH | 850.00000 1700.00| 375.00000 750.00| 650.00000 1300.00 PIPE END SECTION, 600 mm | | | 0064 720-45030 1.000 EACH | 1700.00000 1700.00| 1500.00000 1500.00| 2500.00000 2500.00 INLET, E7 | | | 0065 720-45230 1.000 EACH | 1800.00000 1800.00| 1500.00000 1500.00| 3250.00000 3250.00 CATCH BASIN, D6 | | | 0066 723-06660 26.000 m2 | 2000.00000 52000.00| 350.00000 9100.00| 1500.00000 39000.00 WINGWALL | | | 0067 801-04308 4.000 EACH | 200.00000 800.00| 350.00000 1400.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06625 24.000 EACH | 100.00000 2400.00| 120.00000 2880.00| 150.00000 3600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 18.000 EACH | 170.00000 3060.00| 250.00000 4500.00| 125.00000 2250.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 2.000 EACH | 42.00000 84.00| 55.00000 110.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 1700.00000 1700.00| 6942.91000 6942.91| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0072 801-07118 28.800 m | 40.00000 1152.00| 44.00000 1267.20| 45.00000 1296.00 BARRICADE, III-A | | | 0073 801-07119 28.800 m | 45.00000 1296.00| 48.00000 1382.40| 45.00000 1296.00 BARRICADE, III-B | | | 0074 802-05702 9.600 m | 42.00000 403.20| 34.25000 328.80| 35.00000 336.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 2.460 m2 | 200.00000 492.00| 173.00000 425.58| 180.00000 442.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 804-06725 11.000 EACH | 17.00000 187.00| 21.00000 231.00| 22.00000 242.00 DELINEATOR WITH POST, D1, 75 mm | | | 0077 808-06713 1220.000 m | 0.80000 976.00| 1.00000 1220.00| 1.00000 1220.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1212938 |( 5 ) 35-0918397 |( 6 ) 35-1618530 |ATLAS EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 808-06714 1220.000 m | 0.80000 976.00| 1.00000 1220.00| 1.00000 1220.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0079 808-75998 54.000 EACH | 8.50000 459.00| 40.00000 2160.00| 30.00000 1620.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 653,817.21| $ 664,000.00| $ 731,023.55 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 653,817.21| $ 664,000.00| $ 731,023.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 14500.00000 14500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2400.00000 21600.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 39500.00000 39500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 39000.00000 39000.00| | CLEARING RIGHT OF WAY | | | 0009 202-02241 109.000 m | 20.00000 2180.00| | GUARDRAIL, REMOVE | | | 0010 202-51330 LUMP | 9300.00000 9300.00| | PRESENT STRUCTURE, REMOVE | | | 0011 202-74035 3.000 EACH | 36.00000 108.00| | SIGN, REMOVE | | | 0012 203-02000 996.400 m3 | 44.50000 44339.80| | EXCAVATION, COMMON | | | 0013 203-02070 5813.600 m3 | 24.25000 140979.80| | BORROW | | | 0014 205-06931 26.000 Mg | 99.50000 2587.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 50.000 m | 38.50000 1925.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06937 490.000 m | 5.00000 2450.00| | TEMPORARY SILT FENCE | | | 0017 207-08265 3934.000 m2 | 1.25000 4917.50| | SUBGRADE TREATMENT, TYPE IIA | | | 0018 211-07454 183.400 m3 | 110.00000 20174.00| | STRUCTURE BACKFILL | | | 0019 301-07448 1131.200 Mg | 24.00000 27148.80| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08043 224.000 m2 | 18.50000 4144.00| | MILLING, TRANSITION | | | 0021 401-06264 LUMP | 839.50000 839.50| | PROFILOGRAPH, HMA | | | 0022 401-07320 382.300 Mg | 78.50000 30010.55| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0023 401-07389 878.000 Mg | 73.00000 64094.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07406 1076.100 Mg | 65.00000 69946.50| | QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0025 402-07432 201.200 Mg | 94.50000 19013.40| | HMA SURFACE, TYPE A | | | 0026 404-05511 1118.000 m2 | 4.50000 5031.00| | SEAL COAT, 2 | | | 0027 406-05520 2.900 Mg | 415.00000 1203.50| | ASPHALT FOR TACK COAT | | | 0028 601-01700 1.000 EACH | 1750.00000 1750.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01839 1.000 EACH | 1850.00000 1850.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0030 601-06854 2.000 EACH | 2500.00000 5000.00| | GUARDRAIL, W-BEAM, NESTED | | | 0031 601-94689 2.000 EACH | 3000.00000 6000.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 99.060 m | 44.00000 4358.64| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 605-94811 1.000 EACH | 350.00000 350.00| | CURB TURNOUT | | | 0034 605-97937 180.000 m | 54.00000 9720.00| | CURB AND GUTTER, CONCRETE, ROLL | | | 0035 610-07486 17.400 Mg | 200.00000 3480.00| | HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 2.000 EACH | 185.00000 370.00| | MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 19.000 EACH | 115.00000 2185.00| | RIGHT OF WAY MARKER | | | 0038 615-06510 2.000 EACH | 600.00000 1200.00| | MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-02320 215.000 m2 | 2.00000 430.00| | GEOTEXTILES | | | 0040 616-06405 101.000 Mg | 58.50000 5908.50| | RIPRAP, REVETMENT | | | 0041 621-01004 1.000 EACH | 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01597 28.000 m2 | 16.25000 455.00| | EROSION CONTROL, MAT | | | 0043 621-01743 68.000 kg | 12.50000 850.00| | SEED MIXTURE, GRASS, 2 | | | 0045 621-06545 0.531 Mg | 708.00000 375.95| | FERTILIZER | | | 0046 621-06553 112.100 kg | 7.50000 840.75| | SEED MIXTURE, R | | | 0047 621-06565 2.700 Mg | 540.00000 1458.00| | MULCHING MATERIAL | | | 0048 621-06567 14.800 kL | 5.00000 74.00| | WATER | | | 0049 621-06574 678.900 m2 | 6.25000 4243.13| | SODDING | | | 0050 621-52448 4.000 EACH | 25.00000 100.00| | SIGN, DO NOT SPRAY | | | 0051 622-98200 4.000 EACH | 25.00000 100.00| | SIGN, DO NOT DISTURB | | | 0052 714-07534 15.700 m | 5285.00000 82974.50| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1500 mm | | | 0053 715-05048 30.000 m | 156.00000 4680.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0054 715-05049 30.000 m | 161.00000 4830.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0055 715-05051 30.000 m | 168.00000 5040.00| | PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0056 715-05123 22.000 m | 185.00000 4070.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0057 715-05152 17.100 m | 150.00000 2565.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0058 715-05168 7.300 m | 142.00000 1036.60| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-05169 13.000 m | 120.00000 1560.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-46000 2.000 EACH | 385.00000 770.00| | PIPE END SECTION, 300 mm | | | 0061 715-46005 2.000 EACH | 410.00000 820.00| | PIPE END SECTION, 375 mm | | | 0062 715-46010 1.000 EACH | 740.00000 740.00| | PIPE END SECTION, 450 mm | | | 0063 715-46020 2.000 EACH | 800.00000 1600.00| | PIPE END SECTION, 600 mm | | | 0064 720-45030 1.000 EACH | 1400.00000 1400.00| | INLET, E7 | | | 0065 720-45230 1.000 EACH | 1800.00000 1800.00| | CATCH BASIN, D6 | | | 0066 723-06660 26.000 m2 | 1150.00000 29900.00| | WINGWALL | | | 0067 801-04308 4.000 EACH | 195.00000 780.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06625 24.000 EACH | 102.00000 2448.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 18.000 EACH | 158.00000 2844.00| | CONSTRUCTION SIGN, A | | | 0070 801-06645 2.000 EACH | 41.00000 82.00| | CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 11000.00000 11000.00| | MAINTAINING TRAFFIC | | | 0072 801-07118 28.800 m | 38.25000 1101.60| | BARRICADE, III-A | | | 0073 801-07119 28.800 m | 42.85000 1234.08| | BARRICADE, III-B | | | 0074 802-05702 9.600 m | 34.25000 328.80| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 2.460 m2 | 173.00000 425.58| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0076 804-06725 11.000 EACH | 21.00000 231.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0077 808-06713 1220.000 m | 0.75000 915.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 310 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 592,177.29 ROUTE : 71 CALL ORDER : 310 CONTRACT ID : R -28112-A COUNTIES : VERMILLION LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 808-06714 1220.000 m | 0.75000 915.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0079 808-75998 54.000 EACH | 8.50000 459.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 783,394.48| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 783,394.48| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 2,244,670.07 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 2,341,482.00 104.3130% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 3,226,599.32 143.7449% ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 100000.00000 100000.00| 70000.00000 70000.00| 95000.00000 95000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 1200.00000 24000.00| 1600.00000 32000.00| 2090.00000 41800.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 112000.00000 112000.00| 260000.00000 260000.00| 161000.00000 161000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 91500.00000 91500.00| 100000.00000 100000.00| 116000.00000 116000.00 CLEARING RIGHT OF WAY | | | 0007 202-07846 40.000 EACH | 80.00000 3200.00| 88.00000 3520.00| 323.00000 12920.00 TREE , REPLANT | | | 0008 202-91840 887.000 LFT | 5.00000 4435.00| 3.80000 3370.60| 9.60000 8515.20 FENCE, CHAIN LINK, REMOVE | | | 0009 203-02000 7758.000 CYS | 20.00000 155160.00| 10.00000 77580.00| 14.30000 110939.40 EXCAVATION, COMMON | | | 0010 204-02290 6.000 EACH | 500.00000 3000.00| 420.00000 2520.00| 2050.00000 12300.00 SETTLEMENT PLATE | | | 0011 205-04948 LUMP | 3500.00000 3500.00| 2200.00000 2200.00| 9250.00000 9250.00 TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | 0012 205-06932 261.000 LFT | 4.00000 1044.00| 4.30000 1122.30| 7.00000 1827.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06933 52.000 EACH | 30.00000 1560.00| 60.50000 3146.00| 115.00000 5980.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06935 15.000 EACH | 120.00000 1800.00| 310.00000 4650.00| 470.00000 7050.00 TEMPORARY SEDIMENT BASIN | | | 0015 205-06937 3572.000 LFT | 1.00000 3572.00| 1.65000 5893.80| 1.70000 6072.40 TEMPORARY SILT FENCE | | | 0016 206-51817 5177.000 SFT | 20.00000 103540.00| 27.00000 139779.00| 23.90000 123730.30 SHEET PILING, STEEL | | | 0017 207-08262 9075.000 SYS | 3.50000 31762.50| 3.90000 35392.50| 14.90000 135217.50 SUBGRADE TREATMENT, TYPE I | | | 0018 210-04181 6.000 EACH | 294.00000 1764.00| 440.00000 2640.00| 320.00000 1920.00 BICYCLE RACK | | | 0019 211-07454 1635.000 CYS | 20.00000 32700.00| 19.00000 31065.00| 37.50000 61312.50 STRUCTURE BACKFILL | | | 0020 212-06281 8812.000 CYS | 1.50000 13218.00| 1.65000 14539.80| 8.60000 75783.20 STOCKPILED SELECTED MATERIAL | | | 0021 212-06282 8812.000 CYS | 1.90000 16742.80| 2.75000 24233.00| 9.60000 84595.20 STOCKPILED SELECTED MATERIAL, SALVAGED | | | SALVAGED | | | 0022 301-07448 3498.000 TON | 22.00000 76956.00| 24.30000 85001.40| 31.40000 109837.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 303-01180 527.000 TON | 18.00000 9486.00| 19.50000 10276.50| 33.80000 17812.60 COMPACTED AGGREGATE, NO. 53 | | | 0024 303-07449 37.000 TON | 20.00000 740.00| 25.60000 947.20| 35.00000 1295.00 COMPACTED AGGREGATE, NO. 73 | | | 0025 402-07432 799.000 TON | 81.00000 64719.00| 89.10000 71190.90| 98.00000 78302.00 HMA SURFACE, TYPE A | | | 0026 402-07435 1128.000 TON | 63.00000 71064.00| 69.30000 78170.40| 85.00000 95880.00 HMA INTERMEDIATE, TYPE A | | | 0027 402-07440 130.000 TON | 83.00000 10790.00| 91.30000 11869.00| 127.00000 16510.00 HMA BASE, TYPE A | | | 0028 402-07450 10.000 TON | 125.00000 1250.00| 137.50000 1375.00| 225.00000 2250.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0029 406-05520 29.000 TON | 223.00000 6467.00| 245.30000 7113.70| 270.00000 7830.00 ASPHALT FOR TACK COAT | | | 0030 502-08203 347.000 SYS | 60.00000 20820.00| 79.20000 27482.40| 61.90000 21479.30 PCCP, 11.5 IN. | | | 0031 503-03489 143.000 EACH | 12.00000 1716.00| 11.20000 1601.60| 13.00000 1859.00 RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-98352 339.000 LFT | 171.00000 57969.00| 160.00000 54240.00| 129.00000 43731.00 BICYCLE RAILING , 54 IN., TUBE AT | | | RETAINING WALL | | | 0033 603-04847 2.000 EACH | 1450.00000 2900.00| 1600.00000 3200.00| 3260.00000 6520.00 FENCE GATE , CHAIN LINK, 72 IN. X 13 FT | | | 6 IN., | | | 0034 603-04847 4.000 EACH | 1650.00000 6600.00| 1815.00000 7260.00| 3940.00000 15760.00 FENCE GATE , CHAIN LINK, 72 IN. X 16 FT | | | 6 IN., | | | 0035 603-04847 4.000 EACH | 1890.00000 7560.00| 2100.00000 8400.00| 4250.00000 17000.00 FENCE GATE , CHAIN LINK, 72 IN. X 20 FT | | | , | | | 0036 603-04847 2.000 EACH | 975.00000 1950.00| 1080.00000 2160.00| 2070.00000 4140.00 FENCE GATE , STEEL TUBE, 48 IN. X 5 FT. | | | 6 IN., | | | 0037 603-04847 2.000 EACH | 1000.00000 2000.00| 1100.00000 2200.00| 2390.00000 4780.00 FENCE GATE , STEEL TUBE, 48 IN. X 6 FT. | | | 10 IN., | | | 0038 603-06045 939.000 LFT | 18.70000 17559.30| 20.60000 19343.40| 17.20000 16150.80 FENCE, CHAIN LINK, 48 IN. | | | 0039 603-06045 98.000 LFT | 19.00000 1862.00| 20.90000 2048.20| 19.20000 1881.60 FENCE, CHAIN LINK, 48 IN. , MODIFIED | | | 0040 603-92636 2736.000 LFT | 22.00000 60192.00| 24.20000 66211.20| 23.80000 65116.80 FENCE, CHAIN LINK, 72 IN. , WITH BARBED | | | WIRE | | | 0041 604-04927 365.000 LFT | 40.00000 14600.00| 37.10000 13541.50| 124.00000 45260.00 CONCRETE , COPING, 10 IN., MODULAR | | | BLOCK WALLS, | | | 0042 604-04927 251.000 LFT | 70.00000 17570.00| 55.00000 13805.00| 84.00000 21084.00 CONCRETE , COPING, MSE WALL, REINFORCED | | | 0043 604-04927 88.000 LFT | 125.00000 11000.00| 111.00000 9768.00| 223.00000 19624.00 CONCRETE , COPING, SHEET PILE WALL, | | | REINFORCED | | | 0044 604-04927 552.000 LFT | 1.00000 552.00| 16.30000 8997.60| 247.00000 136344.00 CONCRETE , MODULAR BLOCK VENNER, WALL | | | TIES | | | 0045 604-07897 51.000 SYS | 75.00000 3825.00| 180.00000 9180.00| 68.00000 3468.00 CURB RAMP, CONCRETE, C | | | 0046 604-07902 87.000 SYS | 75.00000 6525.00| 165.00000 14355.00| 68.00000 5916.00 CURB RAMP, CONCRETE, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0047 604-91404 755.000 SYS | 40.00000 30200.00| 35.00000 26425.00| 47.30000 35711.50 SIDEWALK, CONCRETE, 5 IN. | | | 0048 605-06144 2007.000 LFT | 15.00000 30105.00| 12.00000 24084.00| 15.40000 30907.80 CURB AND GUTTER, A, CONCRETE | | | 0049 605-94811 4.000 EACH | 600.00000 2400.00| 660.00000 2640.00| 560.00000 2240.00 CURB TURNOUT | | | 0050 607-06175 5.000 LFT | 175.00000 875.00| 18.00000 90.00| 185.00000 925.00 GUTTER, CONCRETE , 2 FT. | | | 0051 607-06175 418.000 LFT | 19.00000 7942.00| 22.30000 9321.40| 20.80000 8694.40 GUTTER, CONCRETE , 3 FT. | | | 0052 607-06175 88.000 LFT | 10.00000 880.00| 15.70000 1381.60| 9.00000 792.00 GUTTER, CONCRETE , INFILL, 1.0 FT. | | | 0053 607-06335 225.000 LFT | 20.00000 4500.00| 33.70000 7582.50| 19.10000 4297.50 PAVED SIDE DITCH, A | | | 0054 610-08462 135.000 SYS | 60.00000 8100.00| 50.00000 6750.00| 67.00000 9045.00 PCCP FOR APPROACHES, 8 IN. | | | 0055 611-03671 2.000 EACH | 1295.00000 2590.00| 1100.00000 2200.00| 1395.00000 2790.00 TRASH RECEPTACLE | | | 0056 611-03671 2.000 EACH | 250.00000 500.00| 400.00000 800.00| 520.00000 1040.00 TRASH RECEPTACLE PAD, 4 IN. | | | 0057 616-02305 132.000 CYS | 160.00000 21120.00| 175.00000 23100.00| 195.00000 25740.00 GABIONS | | | 0058 616-02320 1948.000 SYS | 2.50000 4870.00| 1.60000 3116.80| 2.50000 4870.00 GEOTEXTILES | | | 0059 616-06405 216.000 TON | 23.50000 5076.00| 28.50000 6156.00| 41.50000 8964.00 RIPRAP, REVETMENT | | | 0060 619-02311 2.000 EACH | 250.00000 500.00| 860.00000 1720.00| 945.00000 1890.00 CLEANOUT WITH PLUG, PVC, 8 IN. | | | 0061 621-01004 3.000 EACH | 700.00000 2100.00| 770.00000 2310.00| 780.00000 2340.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-02770 87.000 SYS | 2.60000 226.20| 2.90000 252.30| 24.00000 2088.00 EROSION CONTROL BLANKET | | | 0063 621-06545 2.000 TON | 600.00000 1200.00| 660.00000 1320.00| 950.00000 1900.00 FERTILIZER | | | 0064 621-06554 1050.000 LBS | 4.45000 4672.50| 4.90000 5145.00| 11.20000 11760.00 SEED MIXTURE, U | | | 0065 621-06565 9.000 TON | 533.00000 4797.00| 590.00000 5310.00| 910.00000 8190.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 621-06575 7231.000 SYS | 5.00000 36155.00| 5.50000 39770.50| 19.00000 137389.00 SODDING, NURSERY | | | 0067 621-07642 600.000 CYS | 40.00000 24000.00| 36.00000 21600.00| 18.80000 11280.00 SOIL PREPARATION | | | 0068 621-07643 2.000 EACH | 1000.00000 2000.00| 200.00000 400.00| 255.00000 510.00 TREE PROTECTION | | | 0069 621-98038 150.000 CYS | 65.00000 9750.00| 71.50000 10725.00| 86.00000 12900.00 MULCH, HARDWOOD SHREDDED BARK | | | 0070 622-01937 515.000 EACH | 32.00000 16480.00| 35.20000 18128.00| 21.00000 10815.00 PLANT | | | 0071 622-05640 203.000 EACH | 55.00000 11165.00| 60.50000 12281.50| 105.00000 21315.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0072 622-05650 98.000 EACH | 365.00000 35770.00| 401.00000 39298.00| 445.00000 43610.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0073 622-05654 894.000 EACH | 12.55000 11219.70| 13.80000 12337.20| 19.20000 17164.80 PLANT, PERENNIAL | | | 0074 622-93712 200.000 EACH | 3.20000 640.00| 3.50000 700.00| 19.40000 3880.00 PLANT, BULBS | | | 0075 622-99101 1112.000 EACH | 10.55000 11731.60| 11.60000 12899.20| 19.20000 21350.40 PLANT, DAY LILIES | | | 0076 701-04732 400.000 LFT | 70.00000 28000.00| 38.50000 15400.00| 122.00000 48800.00 PILE , HELICAL | | | 0077 702-05106 1.000 EACH | 2225.00000 2225.00| 2900.00000 2900.00| 2840.00000 2840.00 CONCRETE , PRECAST, GRAPHICS PANEL AND | | | LEGS | | | 0079 703-51030 5136.000 LBS | 1.30000 6676.80| 1.80000 9244.80| 1.16000 5957.76 REINFORCING STEEL | | | 0080 706-04683 66.000 LFT | 171.50000 11319.00| 136.00000 8976.00| 118.00000 7788.00 RAILING , STEEL TUBE, 32 IN. | | | 0081 709-04919 804.000 SFT | 5.00000 4020.00| 4.30000 3457.20| 7.50000 6030.00 COATING , EPOXY/BAUXITE COLOR COATED | | | SURFACE | | | 0082 711-03664 2.000 EACH | 1500.00000 3000.00| 1330.00000 2660.00| 1590.00000 3180.00 BENCH, METAL | | | 0083 711-05101 8062.000 LFT | 6.00000 48372.00| 8.25000 66511.50| 6.30000 50790.60 EDGING , TRAIL, CONCRETE, REINFORCED | | | 0084 711-51035 1560.000 LBS | 2.50000 3900.00| 2.10000 3276.00| 11.20000 17472.00 STRUCTURAL STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 714-44240 68.000 CYS | 750.00000 51000.00| 730.00000 49640.00| 814.00000 55352.00 CONCRETE, A, STRUCTURES | | | 0086 715-02181 115.000 LFT | 15.00000 1725.00| 24.10000 2771.50| 27.00000 3105.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0087 715-06690 2157.000 LFT | 32.00000 69024.00| 20.00000 43140.00| 44.60000 96202.20 PIPE, RCP, III, D0.01=1500, 12 IN. | | | 0088 715-07730 55.000 LFT | 50.00000 2750.00| 25.00000 1375.00| 48.50000 2667.50 PIPE, RCP, III, DO.3=75, 18 IN. | | | 0089 715-08282 10.000 TON | 115.00000 1150.00| 187.00000 1870.00| 128.00000 1280.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0090 715-90714 120.000 LFT | 25.00000 3000.00| 21.30000 2556.00| 51.00000 6120.00 PIPE, PVC, 12 IN. | | | 0091 715-91361 10.000 LFT | 22.00000 220.00| 20.80000 208.00| 33.00000 330.00 PIPE, PVC, 6 IN. | | | 0092 715-99384 553.000 LFT | 35.00000 19355.00| 21.30000 11778.90| 46.50000 25714.50 PIPE, REINFORCED CONCRETE, 15 IN. | | | 0093 718-04986 3.000 EACH | 250.00000 750.00| 500.00000 1500.00| 945.00000 2835.00 CLEANOUT , SANITARY SEWER | | | 0094 720-04682 5.000 EACH | 1600.00000 8000.00| 1000.00000 5000.00| 870.00000 4350.00 INLET, , 15 IN., PVC, DRAIN BASIN | | | 0095 720-04682 2.000 EACH | 2700.00000 5400.00| 2560.00000 5120.00| 3250.00000 6500.00 INLET, , MODIFIED (BMP) | | | 0096 720-45145 5.000 EACH | 2200.00000 11000.00| 1610.00000 8050.00| 2280.00000 11400.00 INLET, J10, MODIFIED | | | 0097 720-92566 5.000 EACH | 2300.00000 11500.00| 1650.00000 8250.00| 2390.00000 11950.00 INLET, E, MODIFIED | | | 0098 720-96422 31.000 EACH | 2000.00000 62000.00| 1300.00000 40300.00| 2040.00000 63240.00 INLET, A, MODIFIED | | | 0099 720-96422 3.000 EACH | 2150.00000 6450.00| 1600.00000 4800.00| 2425.00000 7275.00 INLET, A, MODIFIED , GUTTER | | | 0100 731-93945 1933.000 SFT | 22.00000 42526.00| 17.70000 34214.10| 28.40000 54897.20 FACE PANELS, CONCRETE | | | 0101 731-93946 1933.000 SFT | 15.00000 28995.00| 20.25000 39143.25| 12.80000 24742.40 WALL ERECTION , MSE | | | 0102 731-93947 252.000 LFT | 20.00000 5040.00| 24.00000 6048.00| 23.00000 5796.00 LEVELING PAD, CONCRETE , MSE WALL | | | 0103 732-07653 72.000 TON | 22.00000 1584.00| 30.60000 2203.20| 28.00000 2016.00 COARSE AGGREGATE, NO. 8 | | | 0104 732-08419 150.000 SYS | 90.00000 13500.00| 58.80000 8820.00| 168.00000 25200.00 MODULAR BLOCK WALL , VENEER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 732-08420 48.000 SYS | 90.00000 4320.00| 95.60000 4588.80| 138.00000 6624.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT , 6 IN. | | | 0106 732-08421 48.000 SYS | 60.00000 2880.00| 162.60000 7804.80| 158.00000 7584.00 MODULAR BLOCK WALL ERECTION | | | 0107 732-08421 150.000 SYS | 60.00000 9000.00| 116.60000 17490.00| 168.00000 25200.00 MODULAR BLOCK WALL ERECTION , VENEER | | | 0108 732-94780 1.000 EACH | 500.00000 500.00| 2600.00000 2600.00| 2375.00000 2375.00 WATER SERVICE CONNECTION | | | 0109 801-06775 LUMP | 65000.00000 65000.00| 19999.74000 19999.74| 90000.00000 90000.00 MAINTAINING TRAFFIC | | | 0110 802-04314 3.000 EACH | 260.00000 780.00| 900.00000 2700.00| 925.00000 2775.00 SIGN , INTERPRETIVE, PLAQUES, STAINLESS | | | 0111 802-04314 3.000 EACH | 882.00000 2646.00| 770.00000 2310.00| 695.00000 2085.00 SIGN , TRAILHEAD STRUCTURE, WITH 2 POST | | | 0112 802-04314 1.000 EACH | 1764.00000 1764.00| 1540.00000 1540.00| 1385.00000 1385.00 SIGN , TRAILHEAD, STRUCTURE, WITH 4 | | | POSTS | | | 0113 802-05701 250.000 LFT | 18.00000 4500.00| 6.30000 1575.00| 5.60000 1400.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0114 802-06830 25.000 SFT | 131.00000 3275.00| 200.00000 5000.00| 204.00000 5100.00 SIGN , TRAIL, ALUMINUM SHEET, MODIFIED | | | 0115 802-07060 6.000 EACH | 200.00000 1200.00| 84.00000 504.00| 265.00000 1590.00 SIGN, SHEET, RELOCATE | | | 0116 802-76025 121.000 SFT | 22.00000 2662.00| 24.00000 2904.00| 18.20000 2202.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0117 805-01816 2.000 EACH | 1000.00000 2000.00| 1100.00000 2200.00| 875.00000 1750.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0118 805-01842 1.000 EACH | 680.00000 680.00| 748.00000 748.00| 745.00000 745.00 HANDHOLE, SIGNAL | | | 0119 805-01844 60.000 LFT | 16.00000 960.00| 17.60000 1056.00| 17.60000 1056.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0120 805-01879 1.000 EACH | 600.00000 600.00| 660.00000 660.00| 550.00000 550.00 SIGNAL SERVICE, INSTALL | | | 0121 805-02087 LUMP | 1500.00000 1500.00| 2125.00000 2125.00| 510.00000 510.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 805-02152 2.000 EACH | 440.00000 880.00| 484.00000 968.00| 470.00000 940.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0123 805-02572 1.000 EACH | 375.00000 375.00| 412.00000 412.00| 840.00000 840.00 SIGNAL SUPPORT FOUNDATION, A | | | 0124 805-03537 2.000 EACH | 3300.00000 6600.00| 3630.00000 7260.00| 3705.00000 7410.00 SIGNAL CANTILEVER STRUCTURE, 45 FR. ARM | | | 0125 805-04443 22.000 EACH | 273.76000 6022.72| 255.00000 5610.00| 95.00000 2090.00 CONDUIT , RGC, AT HISTORIC LIGHT | | | FOOTING, 2 IN. | | | 0126 805-04443 36.000 EACH | 122.72000 4417.92| 114.00000 4104.00| 60.00000 2160.00 CONDUIT , RGC, AT PARKING LIGHT FOOTING | | | 1 IN. | | | 0127 805-05007 2.000 EACH | 300.00000 600.00| 330.00000 660.00| 170.00000 340.00 MICROLOOP DETECTOR, INSTALL | | | 0128 805-78010 1.000 EACH | 950.00000 950.00| 1045.00000 1045.00| 650.00000 650.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0129 805-78190 2.000 EACH | 350.00000 700.00| 385.00000 770.00| 340.00000 680.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0130 805-78205 4.000 EACH | 555.00000 2220.00| 610.00000 2440.00| 585.00000 2340.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0131 805-78215 1.000 EACH | 570.00000 570.00| 627.00000 627.00| 625.00000 625.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0132 805-78370 2.000 EACH | 120.00000 240.00| 132.00000 264.00| 102.00000 204.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0133 805-78480 410.000 LFT | 1.00000 410.00| 1.10000 451.00| 0.80000 328.00 SIGNAL CABLE, 3C 14GA. | | | 0134 805-78485 560.000 LFT | 1.10000 616.00| 1.20000 672.00| 1.00000 560.00 SIGNAL CABLE, 5C 14GA. | | | 0135 805-78490 190.000 LFT | 1.20000 228.00| 1.30000 247.00| 1.20000 228.00 SIGNAL CABLE, 7C 14GA. | | | 0136 805-90005 1.000 EACH | 300.00000 300.00| 330.00000 330.00| 285.00000 285.00 SIGNAL PEDESTAL, 10 FT. | | | 0137 805-95568 451.000 LFT | 12.51000 5642.01| 11.70000 5276.70| 14.40000 6494.40 CONDUIT, PVC, 4 IN. , FOR FUTURE | | | UTILITY USE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0138 805-95888 5460.000 LFT | 0.84000 4586.40| 0.80000 4368.00| 0.80000 4368.00 WIRE, NO. 8 COPPER, 1C | | | 0139 805-95889 2730.000 LFT | 0.59000 1610.70| 0.55000 1501.50| 0.70000 1911.00 WIRE, NO. 10 COPPER, 1C | | | 0140 805-96092 320.000 LFT | 2.50000 800.00| 2.75000 880.00| 1.70000 544.00 CABLE, COMMUNICATION, 4 PAIR TWISTED, | | | (IMSA 40 4) | | | 0141 807-03802 14.000 EACH | 6296.10000 88145.40| 5870.00000 82180.00| 5370.00000 75180.00 LIGHT STANDARDS , TYPE B AND FOUNDATION | | | 0142 807-03802 4.000 EACH | 6820.06000 27280.24| 6360.00000 25440.00| 5470.00000 21880.00 LIGHT STANDARDS , TYPE D AND FOUNDATION | | | 0143 807-03802 11.000 EACH | 1239.00000 13629.00| 4460.00000 49060.00| 5600.00000 61600.00 LIGHT STANDARDS ,TYPE A, HISTORIC, AND | | | FOUNDATION | | | 0144 807-03972 2265.000 LFT | 7.58000 17168.70| 7.05000 15968.25| 8.20000 18573.00 CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0145 807-04651 700.000 LFT | 1.11000 777.00| 1.05000 735.00| 1.00000 700.00 WIRE , NO. 6 COPPER, 1C | | | 0146 807-06796 1.000 EACH | 8354.40000 8354.40| 7800.00000 7800.00| 2650.00000 2650.00 ELECTRIC METERED SERVICE FOR PARKING | | | LIGHTING | | | 0147 807-08214 1200.000 LFT | 5.39000 6468.00| 5.00000 6000.00| 9.10000 10920.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0148 808-04767 4280.000 LFT | 0.34000 1455.20| 0.17000 727.60| 0.40000 1712.00 LINE ,PAINT, SOLID, RED, 4 IN. | | | 0149 808-05929 163.000 LFT | 0.79000 128.77| 1.00000 163.00| 0.90000 146.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0150 808-06703 320.000 LFT | 0.39000 124.80| 0.65000 208.00| 0.40000 128.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0151 808-06713 1053.000 LFT | 0.24000 252.72| 0.17000 179.01| 0.32000 336.96 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0152 808-06723 12.000 EACH | 30.00000 360.00| 22.00000 264.00| 45.00000 540.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0153 808-74809 3.000 EACH | 1500.00000 4500.00| 314.00000 942.00| 2320.00000 6960.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 316 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,264,073.00 ROUTE : CALL ORDER : 316 CONTRACT ID : R -28189-B COUNTIES : VANDERBURGH LETTING DATE : 12/14/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-1009310 |RAGLE, INC. |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0154 808-75245 1081.000 LFT | 0.39000 421.59| 0.65000 702.65| 0.50000 540.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0155 808-75297 49.000 LFT | 5.90000 289.10| 5.50000 269.50| 7.00000 343.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0156 808-75325 2.000 EACH | 65.00000 130.00| 242.00000 484.00| 95.00000 190.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0157 808-97664 2.000 EACH | 195.00000 390.00| 209.00000 418.00| 205.00000 410.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0158 604-04927 116.000 LFT | 65.00000 7540.00| 50.00000 5800.00| 74.00000 8584.00 CONCRETE , B, FOOTINGS, STEELPILE WALL, | | | 12 IN. | | | SECTION TOTALS | $ 2,244,670.07| $ 2,341,482.00| $ 3,226,599.32 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,244,670.07| $ 2,341,482.00| $ 3,226,599.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 320 CONTRACT ID : R -28193-A COUNTIES : WHITE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 04/30/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 5,497,972.50 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 5,936,045.08 107.9679% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,068,685.94 110.3804% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 44 CALL ORDER : 330 CONTRACT ID : R -28241-A COUNTIES : FAYETTE RUSH LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/28/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 156,830.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 157,513.50 100.4358% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 334 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 334 CONTRACT ID : R -28272-C COUNTIES : HENDRICKS MORGAN LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM CONTRACT TIME : 11/17/06 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 $ 960,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,082,765.80 112.7881% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/07 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. $ 7,322,011.91 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 7,597,279.10 103.7594% 3 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 7,873,550.54 107.5326% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 8,390,220.00 114.5890% 5 35-1212938 ATLAS EXCAVATING, INC. $ 8,647,699.92 118.1055% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN 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 | 132808.50000 132808.50| 150000.00000 150000.00| 100000.00000 100000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1984.81000 35726.58| 1500.00000 27000.00| 2000.00000 36000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 366100.60000 366100.60| 500000.00000 500000.00| 392929.00000 392929.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 73220.12000 73220.12| 112000.00000 112000.00| 116500.00000 116500.00 CLEARING RIGHT OF WAY | | | 0009 202-01261 10.000 EACH | 408.00000 4080.00| 250.00000 2500.00| 400.00000 4000.00 TESTING FOR ASBESTOS | | | 0010 202-02240 520.000 m2 | 13.75000 7150.00| 11.00000 5720.00| 13.75000 7150.00 PAVEMENT REMOVAL | | | 0011 202-02278 76.000 m | 30.00000 2280.00| 25.00000 1900.00| 30.00000 2280.00 CURB, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-02279 263.000 m | 30.00000 7890.00| 32.00000 8416.00| 30.00000 7890.00 CURB AND GUTTER, REMOVE | | | 0013 202-02928 1.000 EACH | 515.00000 515.00| 650.00000 650.00| 515.00000 515.00 CATCH BASIN, REMOVE | | | 0014 202-03000 LUMP | 0.01000 0.01| 1.00000 1.00| 0.01000 0.01 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 10 | | | 0015 202-03000 LUMP | 6120.00000 6120.00| 10000.00000 10000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 12 | | | 0016 202-03000 LUMP | 9180.00000 9180.00| 25000.00000 25000.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 13 | | | 0017 202-03000 LUMP | 4080.00000 4080.00| 7500.00000 7500.00| 4500.00000 4500.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 15 | | | 0018 202-03000 LUMP | 15300.00000 15300.00| 15000.00000 15000.00| 16500.00000 16500.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 17 | | | 0019 202-03000 LUMP | 5100.00000 5100.00| 15000.00000 15000.00| 5700.00000 5700.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 19 | | | 0020 202-03000 LUMP | 6120.00000 6120.00| 15000.00000 15000.00| 6800.00000 6800.00 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 27 | | | 0021 202-03000 LUMP | 0.01000 0.01| 1.00000 1.00| 0.01000 0.01 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 8 | | | 0022 202-03000 LUMP | 0.01000 0.01| 1.00000 1.00| 0.01000 0.01 HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 9 | | | 0023 202-52710 18.000 m2 | 21.00000 378.00| 27.00000 486.00| 21.00000 378.00 SIDEWALK, CONCRETE, REMOVE | | | 0024 202-60815 202.000 m | 87.00000 17574.00| 55.00000 11110.00| 87.00000 17574.00 CENTER CURB, REMOVE | | | 0025 202-78515 LUMP | 1304.01000 1304.01| 1300.00000 1300.00| 1278.44000 1278.44 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0026 202-91385 2.000 EACH | 515.00000 1030.00| 400.00000 800.00| 515.00000 1030.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0027 202-96151 LUMP | 434.67000 434.67| 425.00000 425.00| 426.15000 426.15 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0028 203-02000 40376.000 m3 | 11.76000 474821.76| 20.00000 807520.00| 12.25000 494606.00 EXCAVATION, COMMON | | | 0029 203-02070 34629.000 m3 | 3.50000 121201.50| 4.00000 138516.00| 3.50000 121201.50 BORROW | | | 0030 205-03371 10.000 m3 | 45.00000 450.00| 45.00000 450.00| 45.00000 450.00 SEDIMENT REMOVE | | | 0031 205-06930 80.000 Mg | 30.00000 2400.00| 35.00000 2800.00| 30.00000 2400.00 SPLASHPAD, RIPRAP | | | 0032 205-06931 194.000 Mg | 30.00000 5820.00| 30.00000 5820.00| 30.00000 5820.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0033 205-06936 465.000 Mg | 30.00000 13950.00| 27.00000 12555.00| 30.00000 13950.00 TEMPORARY SEDIMENT TRAP | | | 0034 205-06937 2242.000 m | 3.67000 8228.14| 3.60000 8071.20| 4.00000 8968.00 TEMPORARY SILT FENCE | | | 0035 207-08262 72900.000 m2 | 4.12000 300348.00| 3.40000 247860.00| 4.25000 309825.00 SUBGRADE TREATMENT, TYPE I | | | 0036 210-06900 LUMP | 16900.00000 16900.00| 17500.00000 17500.00| 8000.00000 8000.00 TREATMENT PLANT , WASTEWATER, REMOVE | | | 0037 210-07314 127.000 m | 85.00000 10795.00| 75.00000 9525.00| 130.00000 16510.00 FORCE MAIN , 150 mm | | | 0038 211-02050 112.000 m3 | 30.00000 3360.00| 35.00000 3920.00| 20.00000 2240.00 B BORROW | | | 0039 211-07454 10710.000 m3 | 25.00000 267750.00| 25.00000 267750.00| 20.00000 214200.00 STRUCTURE BACKFILL | | | 0040 301-07448 3519.000 Mg | 17.00000 59823.00| 14.00000 49266.00| 27.00000 95013.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 302-06464 15068.000 m3 | 33.31000 501915.08| 30.00000 452040.00| 44.00000 662992.00 SUBBASE FOR PCCP | | | 0042 401-06264 LUMP | 1546.38000 1546.38| 1000.00000 1000.00| 790.00000 790.00 PROFILOGRAPH, HMA | | | 0043 401-07332 100.000 Mg | 72.00000 7200.00| 65.00000 6500.00| 95.00000 9500.00 QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0044 401-07335 507.000 Mg | 68.50000 34729.50| 70.00000 35490.00| 67.00000 33969.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0045 401-07404 728.000 Mg | 45.25000 32942.00| 48.00000 34944.00| 46.00000 33488.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0046 401-07406 299.000 Mg | 47.00000 14053.00| 41.00000 12259.00| 48.50000 14501.50 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0047 401-07409 3376.000 Mg | 39.25000 132508.00| 40.00000 135040.00| 37.50000 126600.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0048 401-07430 1062.000 Mg | 47.75000 50710.50| 45.00000 47790.00| 42.00000 44604.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm OG | | | 0049 402-07432 86.000 Mg | 98.00000 8428.00| 66.00000 5676.00| 82.00000 7052.00 HMA SURFACE, TYPE A | | | 0050 402-07433 76.000 Mg | 66.00000 5016.00| 54.00000 4104.00| 62.50000 4750.00 HMA SURFACE, TYPE B | | | 0051 402-07435 33.000 Mg | 91.00000 3003.00| 48.00000 1584.00| 77.00000 2541.00 HMA INTERMEDIATE, TYPE A | | | 0052 402-07438 127.000 Mg | 54.25000 6889.75| 43.00000 5461.00| 57.00000 7239.00 HMA INTERMEDIATE, TYPE B | | | 0053 402-07440 52.000 Mg | 69.00000 3588.00| 49.00000 2548.00| 76.00000 3952.00 HMA BASE, TYPE A | | | 0054 402-07441 413.000 Mg | 46.75000 19307.75| 40.00000 16520.00| 43.00000 17759.00 HMA BASE, TYPE B | | | 0055 402-07453 608.000 Mg | 43.25000 26296.00| 47.00000 28576.00| 60.00000 36480.00 HMA FOR TEMPORARY PAVEMENT | | | 0056 404-05511 369.000 m2 | 8.75000 3228.75| 2.25000 830.25| 5.25000 1937.25 SEAL COAT, 2 | | | 0057 406-05520 9.000 Mg | 225.00000 2025.00| 100.00000 900.00| 225.00000 2025.00 ASPHALT FOR TACK COAT | | | 0058 501-06266 LUMP | 5544.61000 5544.61| 16000.00000 16000.00| 750.00000 750.00 PROFILOGRAPH, PCCP | | | 0059 501-06324 53109.000 m2 | 34.10000 1811016.90| 37.50000 1991587.50| 40.50000 2150914.50 QC/QA-PCCP, 325 mm | | | 0060 503-05240 9666.000 m | 28.13000 271904.58| 22.00000 212652.00| 23.30000 225217.80 D-1 CONTRACTION JOINT | | | 0061 601-03464 16.000 EACH | 40.80000 652.80| 32.00000 512.00| 32.00000 512.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0062 601-99105 65.000 m | 112.20000 7293.00| 49.00000 3185.00| 49.00000 3185.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0063 604-07483 2312.000 Mg | 48.00000 110976.00| 48.00000 110976.00| 47.00000 108664.00 HMA FOR SIDEWALK | | | 0064 604-07899 13.000 m2 | 84.96000 1104.48| 170.00000 2210.00| 206.00000 2678.00 CURB RAMP, CONCRETE, E | | | 0065 604-07901 24.000 m2 | 84.96000 2039.04| 170.00000 4080.00| 206.00000 4944.00 CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 605-06090 12175.000 m | 21.12000 257136.00| 20.00000 243500.00| 21.20000 258110.00 CURB, INTEGRAL, CONCRETE | | | 0067 605-06140 150.000 m | 90.06000 13509.00| 75.00000 11250.00| 110.00000 16500.00 CURB AND GUTTER, CONCRETE | | | 0068 605-06145 48.000 m | 117.19000 5625.12| 75.00000 3600.00| 125.00000 6000.00 CURB AND GUTTER, B, CONCRETE | | | 0069 605-06205 233.000 m | 209.25000 48755.25| 70.00000 16310.00| 220.00000 51260.00 CENTER CURB, B, CONCRETE | | | 0070 605-06210 164.000 m | 146.39000 24007.96| 75.00000 12300.00| 125.00000 20500.00 CENTER CURB, C, CONCRETE | | | 0071 605-06215 240.000 m | 120.47000 28912.80| 90.00000 21600.00| 115.00000 27600.00 CENTER CURB, D, CONCRETE | | | 0072 605-97937 56.000 m | 98.33000 5506.48| 67.00000 3752.00| 110.00000 6160.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0073 606-07484 705.000 m | 3.57000 2516.85| 5.40000 3807.00| 6.50000 4582.50 MILLED HMA SHOULDER CORRUGATIONS | | | 0074 607-90826 1.000 EACH | 2004.13000 2004.13| 1250.00000 1250.00| 2000.00000 2000.00 GUTTER TURNOUT, CONCRETE | | | 0075 610-07486 53.000 Mg | 180.00000 9540.00| 87.00000 4611.00| 78.00000 4134.00 HMA FOR APPROACHES, TYPE A | | | 0076 610-07712 509.000 m2 | 70.49000 35879.41| 43.00000 21887.00| 54.60000 27791.40 PCCP FOR APPROACHES, 150 mm | | | 0077 611-06497 9.000 EACH | 142.80000 1285.20| 125.00000 1125.00| 200.00000 1800.00 MAILBOX ASSEMBLY, SINGLE | | | 0078 615-06490 91.000 EACH | 122.40000 11138.40| 110.00000 10010.00| 107.00000 9737.00 RIGHT OF WAY MARKER | | | 0079 615-06510 13.000 EACH | 331.50000 4309.50| 350.00000 4550.00| 345.00000 4485.00 MONUMENT, C | | | 0080 615-06515 6.000 EACH | 127.50000 765.00| 65.00000 390.00| 63.00000 378.00 MONUMENT, D | | | 0081 615-06527 2.000 EACH | 331.50000 663.00| 600.00000 1200.00| 585.00000 1170.00 MONUMENT, SECTION CORNER | | | 0082 616-02320 1221.000 m2 | 2.00000 2442.00| 1.70000 2075.70| 2.00000 2442.00 GEOTEXTILES | | | 0083 616-06405 797.000 Mg | 30.00000 23910.00| 26.00000 20722.00| 30.00000 23910.00 RIPRAP, REVETMENT | | | 0084 621-01004 3.000 EACH | 494.70000 1484.10| 500.00000 1500.00| 420.00000 1260.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 621-06545 3.000 Mg | 594.66000 1783.98| 590.00000 1770.00| 800.00000 2400.00 FERTILIZER | | | 0086 621-06554 513.000 kg | 7.19000 3688.47| 7.10000 3642.30| 2.75000 1410.75 SEED MIXTURE, U | | | 0087 621-06557 429.000 kg | 5.46000 2342.34| 5.40000 2316.60| 2.65000 1136.85 SEED MIXTURE, T | | | 0088 621-06565 14.000 Mg | 453.90000 6354.60| 450.00000 6300.00| 475.00000 6650.00 MULCHING MATERIAL | | | 0089 621-06567 623.000 kL | 1.02000 635.46| 1.00000 623.00| 1.00000 623.00 WATER | | | 0090 621-06574 34581.000 m2 | 3.26000 112734.06| 3.00000 103743.00| 3.50000 121033.50 SODDING | | | 0091 714-01366 50.000 m | 1900.00000 95000.00| 1600.00000 80000.00| 1725.00000 86250.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0092 714-26702 50.000 m | 1200.00000 60000.00| 1000.00000 50000.00| 968.00000 48400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0093 714-26717 44.000 m | 2000.00000 88000.00| 1700.00000 74800.00| 1835.00000 80740.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0094 715-05019 99.000 m | 235.00000 23265.00| 170.00000 16830.00| 191.00000 18909.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0095 715-05048 6940.000 m | 9.85000 68359.00| 6.75000 46845.00| 8.80000 61072.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0096 715-05053 92.000 m | 52.00000 4784.00| 38.00000 3496.00| 30.40000 2796.80 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0097 715-05119 14.000 m | 118.00000 1652.00| 80.00000 1120.00| 103.00000 1442.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0098 715-05149 1252.000 m | 85.00000 106420.00| 75.00000 93900.00| 70.50000 88266.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0099 715-05151 589.000 m | 98.00000 57722.00| 80.00000 47120.00| 89.40000 52656.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0100 715-05152 322.000 m | 106.00000 34132.00| 90.00000 28980.00| 78.90000 25405.80 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0101 715-05153 449.000 m | 130.00000 58370.00| 100.00000 44900.00| 113.00000 50737.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0102 715-05154 372.000 m | 140.00000 52080.00| 110.00000 40920.00| 134.25000 49941.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 715-05155 235.000 m | 165.00000 38775.00| 130.00000 30550.00| 160.00000 37600.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0104 715-05156 300.000 m | 195.00000 58500.00| 150.00000 45000.00| 173.75000 52125.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0105 715-05157 194.000 m | 215.00000 41710.00| 170.00000 32980.00| 180.50000 35017.00 PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0106 715-05169 9.000 m | 120.00000 1080.00| 79.00000 711.00| 103.00000 927.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0107 715-05239 85.000 m | 360.00000 30600.00| 280.00000 23800.00| 289.00000 24565.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0108 715-05245 43.000 m | 500.00000 21500.00| 445.00000 19135.00| 445.00000 19135.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0109 715-05409 928.000 m | 180.00000 167040.00| 135.00000 125280.00| 130.00000 120640.00 PIPE, SANITARY SEWER, 250 mm | | | 0110 715-06501 4.000 EACH | 1110.00000 4440.00| 560.00000 2240.00| 1320.00000 5280.00 CONCRETE ANCHOR, MIN. AREA 0.83 m2 | | | 0111 715-07536 2.000 EACH | 1550.00000 3100.00| 940.00000 1880.00| 1650.00000 3300.00 CONCRETE ANCHOR, MIN. AREA 1.20 m2 | | | 0112 715-46000 5.000 EACH | 560.00000 2800.00| 150.00000 750.00| 290.00000 1450.00 PIPE END SECTION, 300 mm | | | 0113 715-46005 7.000 EACH | 600.00000 4200.00| 178.00000 1246.00| 325.00000 2275.00 PIPE END SECTION, 375 mm | | | 0114 715-46015 1.000 EACH | 800.00000 800.00| 237.00000 237.00| 470.00000 470.00 PIPE END SECTION, 525 mm | | | 0115 715-46035 1.000 EACH | 1200.00000 1200.00| 550.00000 550.00| 760.00000 760.00 PIPE END SECTION, 825 mm | | | 0116 715-46040 6.000 EACH | 1300.00000 7800.00| 634.00000 3804.00| 900.00000 5400.00 PIPE END SECTION, 900 mm | | | 0117 715-90052 LUMP | 76640.00000 76640.00| 75000.00000 75000.00| 167000.00000 167000.00 LIFT STATION | | | 0118 718-06528 5.000 EACH | 850.00000 4250.00| 500.00000 2500.00| 600.00000 3000.00 OUTLET PROTECTOR, 1 | | | 0119 718-06531 4.000 EACH | 225.00000 900.00| 500.00000 2000.00| 600.00000 2400.00 OUTLET PROTECTOR, 3 | | | 0120 718-06532 1000.000 m | 3.06000 3060.00| 3.00000 3000.00| 3.30000 3300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0121 718-52610 887.000 m3 | 38.00000 33706.00| 35.00000 31045.00| 33.37000 29599.19 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 718-99153 12710.000 m2 | 1.15000 14616.50| 1.50000 19065.00| 0.95000 12074.50 GEOTEXTILES FOR UNDERDRAIN | | | 0123 720-07604 1.000 EACH | 1350.00000 1350.00| 650.00000 650.00| 750.00000 750.00 CATCH BASIN, REPAIR | | | 0124 720-44000 1.000 EACH | 901.00000 901.00| 400.00000 400.00| 400.00000 400.00 CASTING, ADJUST TO GRADE | | | 0125 720-45410 40.000 EACH | 1600.00000 64000.00| 2000.00000 80000.00| 1955.00000 78200.00 MANHOLE, C4 | | | 0126 720-45410 13.000 EACH | 2500.00000 32500.00| 2500.00000 32500.00| 6000.00000 78000.00 MANHOLE, C4 , SANITARY | | | 0127 720-91973 7.000 EACH | 3000.00000 21000.00| 2000.00000 14000.00| 3300.00000 23100.00 MANHOLE, H4 | | | 0128 720-95409 5.000 EACH | 2800.00000 14000.00| 2000.00000 10000.00| 3105.00000 15525.00 MANHOLE, J4, MODIFIED | | | 0129 720-98174 43.000 EACH | 1900.00000 81700.00| 2000.00000 86000.00| 2360.00000 101480.00 INLET, B15 | | | 0130 720-99417 43.000 EACH | 1950.00000 83850.00| 2000.00000 86000.00| 2642.00000 113606.00 CATCH BASIN, C15 | | | 0131 801-04308 10.000 EACH | 408.00000 4080.00| 440.00000 4400.00| 400.00000 4000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0132 801-06207 1829.000 m | 3.37000 6163.73| 3.30000 6035.70| 3.30000 6035.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0133 801-06625 19.000 EACH | 204.00000 3876.00| 200.00000 3800.00| 200.00000 3800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0134 801-06640 16.000 EACH | 204.00000 3264.00| 200.00000 3200.00| 200.00000 3200.00 CONSTRUCTION SIGN, A | | | 0135 801-06645 4.000 EACH | 51.00000 204.00| 50.00000 200.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0136 801-06710 1340.000 DAY | 12.24000 16401.60| 12.00000 16080.00| 12.00000 16080.00 FLASHING ARROW SIGN | | | 0137 801-06775 LUMP | 6987.00000 6987.00| 25000.00000 25000.00| 36000.00000 36000.00 MAINTAINING TRAFFIC | | | 0138 801-07118 253.000 m | 56.10000 14193.30| 55.00000 13915.00| 55.00000 13915.00 BARRICADE, III-A | | | 0139 801-07119 15.000 m | 56.10000 841.50| 55.00000 825.00| 55.00000 825.00 BARRICADE, III-B | | | 0140 801-07120 50.000 m | 122.40000 6120.00| 120.00000 6000.00| 120.00000 6000.00 BARRICADE, III, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 802-05701 103.000 m | 37.28000 3839.84| 37.00000 3811.00| 36.55000 3764.65 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0142 802-76025 22.000 m2 | 169.19000 3722.18| 165.00000 3630.00| 165.87000 3649.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0143 802-76035 7.000 m2 | 144.79000 1013.53| 140.00000 980.00| 141.95000 993.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0144 802-76040 2.000 m2 | 367.89000 735.78| 360.00000 720.00| 360.68000 721.36 SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0145 805-01815 4.000 EACH | 1598.64000 6394.56| 1600.00000 6400.00| 1567.29000 6269.16 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0146 805-01842 12.000 EACH | 630.00000 7560.00| 620.00000 7440.00| 617.65000 7411.80 HANDHOLE, SIGNAL | | | 0147 805-01893 LUMP | 659.07000 659.07| 650.00000 650.00| 646.15000 646.15 MAINTAINING TRAFFIC SIGNAL , EXISTING | | | 0148 805-06592 626.000 m | 32.12000 20107.12| 32.00000 20032.00| 31.49000 19712.74 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0149 805-78109 1.000 EACH | 8723.34000 8723.34| 8600.00000 8600.00| 8552.29000 8552.29 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0150 805-78205 4.000 EACH | 503.68000 2014.72| 495.00000 1980.00| 493.80000 1975.20 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0151 805-78215 2.000 EACH | 519.38000 1038.76| 510.00000 1020.00| 509.20000 1018.40 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0152 805-78230 4.000 EACH | 822.03000 3288.12| 806.00000 3224.00| 805.91000 3223.64 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0153 805-78415 4.000 EACH | 1220.07000 4880.28| 1200.00000 4800.00| 1196.15000 4784.60 SPAN, CATENARY, AND TETHER | | | 0154 805-78420 4.000 EACH | 187.85000 751.40| 185.00000 740.00| 184.17000 736.68 DISCONNECT HANGER | | | 0155 805-78445 1.000 EACH | 631.02000 631.02| 620.00000 620.00| 618.65000 618.65 SIGNAL SERVICE | | | 0156 805-78467 59.000 m | 4.65000 274.35| 4.60000 271.40| 4.56000 269.04 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 805-78470 405.000 m | 2.21000 895.05| 2.20000 891.00| 2.17000 878.85 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0158 805-78485 66.000 m | 3.14000 207.24| 3.10000 204.60| 3.08000 203.28 SIGNAL CABLE, 5C 14GA. | | | 0159 805-78490 154.000 m | 3.30000 508.20| 3.25000 500.50| 3.24000 498.96 SIGNAL CABLE, 7C 14GA. | | | 0160 805-78510 1476.000 m | 2.52000 3719.52| 2.50000 3690.00| 2.47000 3645.72 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0161 805-78746 358.000 m | 24.82000 8885.56| 24.00000 8592.00| 24.33000 8710.14 PREFORMED LOOP DETECTORS | | | 0162 805-78785 4.000 EACH | 602.97000 2411.88| 600.00000 2400.00| 591.15000 2364.60 SIGNAL DETECTOR HOUSING | | | 0163 805-78795 136.000 m | 17.07000 2321.52| 17.00000 2312.00| 16.74000 2276.64 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0164 805-78925 1.000 EACH | 748.83000 748.83| 735.00000 735.00| 734.15000 734.15 CONTROLLER CABINET FOUNDATION, P1 | | | 0165 805-81032 4.000 EACH | 2910.13000 11640.52| 2900.00000 11600.00| 2853.07000 11412.28 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0166 805-92504 4.000 EACH | 184.77000 739.08| 182.00000 728.00| 181.15000 724.60 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0167 808-03002 1585.000 m | 1.38000 2187.30| 1.35000 2139.75| 1.35000 2139.75 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0168 808-03631 6555.000 m | 1.38000 9045.90| 1.35000 8849.25| 1.35000 8849.25 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0169 808-03632 6302.000 m | 1.38000 8696.76| 1.35000 8507.70| 1.35000 8507.70 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0170 808-06701 101.000 m | 1.46000 147.46| 1.45000 146.45| 1.43000 144.43 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0171 808-06703 1181.000 m | 1.46000 1724.26| 1.45000 1712.45| 1.43000 1688.83 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0172 808-06716 250.000 m | 3.37000 842.50| 3.30000 825.00| 3.30000 825.00 LINE, REMOVE | | | 0173 808-74805 34.000 m | 63.24000 2150.16| 62.00000 2108.00| 62.00000 2108.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0174 808-74807 6.000 EACH | 187.68000 1126.08| 185.00000 1110.00| 184.00000 1104.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1875662 |( 3 ) 35-0175870 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |BERNS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 808-74808 4.000 EACH | 202.98000 811.92| 200.00000 800.00| 199.00000 796.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0176 808-75245 1315.000 m | 1.46000 1919.90| 1.45000 1906.75| 1.43000 1880.45 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0177 808-75297 71.000 m | 10.20000 724.20| 10.00000 710.00| 10.00000 710.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0178 808-75320 10.000 EACH | 71.40000 714.00| 70.00000 700.00| 70.00000 700.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0179 808-75325 7.000 EACH | 91.80000 642.60| 90.00000 630.00| 90.00000 630.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0180 808-75998 282.000 EACH | 22.09000 6229.38| 23.00000 6486.00| 24.00000 6768.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0181 808-94455 34.000 m | 25.50000 867.00| 25.00000 850.00| 25.00000 850.00 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | 0182 808-96016 160.000 m | 7.14000 1142.40| 7.00000 1120.00| 7.00000 1120.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0183 501-06727 LUMP | 3404.85000 3404.85| 5000.00000 5000.00| 2000.00000 2000.00 CORING, PCCP | | | 0184 503-03489 75.000 EACH | 12.00000 900.00| 10.00000 750.00| 15.00000 1125.00 RETROFITTED TIE BARS | | | SECTION TOTALS | $ 7,322,011.91| $ 7,597,279.10| $ 7,873,550.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,322,011.91| $ 7,597,279.10| $ 7,873,550.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 79000.00000 79000.00| 70000.00000 70000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 2000.00000 36000.00| 2300.00000 41400.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 405877.00000 405877.00| 430820.00000 430820.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 125000.00000 125000.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0009 202-01261 10.000 EACH | 530.00000 5300.00| 1000.00000 10000.00| TESTING FOR ASBESTOS | | | 0010 202-02240 520.000 m2 | 9.40000 4888.00| 14.00000 7280.00| PAVEMENT REMOVAL | | | 0011 202-02278 76.000 m | 27.00000 2052.00| 25.00000 1900.00| CURB, CONCRETE, REMOVE | | | 0012 202-02279 263.000 m | 27.00000 7101.00| 25.00000 6575.00| CURB AND GUTTER, REMOVE | | | 0013 202-02928 1.000 EACH | 1000.00000 1000.00| 350.00000 350.00| CATCH BASIN, REMOVE | | | 0014 202-03000 LUMP | 1.00000 1.00| 0.01000 0.01| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 10 | | | 0015 202-03000 LUMP | 6300.00000 6300.00| 8000.00000 8000.00| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 12 | | | 0016 202-03000 LUMP | 9500.00000 9500.00| 12000.00000 12000.00| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 13 | | | 0017 202-03000 LUMP | 4200.00000 4200.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-03000 LUMP | 16000.00000 16000.00| 20000.00000 20000.00| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 17 | | | 0019 202-03000 LUMP | 5300.00000 5300.00| 6500.00000 6500.00| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 19 | | | 0020 202-03000 LUMP | 6300.00000 6300.00| 7800.00000 7800.00| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 27 | | | 0021 202-03000 LUMP | 1.00000 1.00| 0.01000 0.01| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 8 | | | 0022 202-03000 LUMP | 1.00000 1.00| 0.01000 0.01| HOUSES AND BUILDINGS, REMOVE ,PARCEL NO | | | 9 | | | 0023 202-52710 18.000 m2 | 27.00000 486.00| 10.00000 180.00| SIDEWALK, CONCRETE, REMOVE | | | 0024 202-60815 202.000 m | 49.00000 9898.00| 7.00000 1414.00| CENTER CURB, REMOVE | | | 0025 202-78515 LUMP | 1300.00000 1300.00| 3000.00000 3000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0026 202-91385 2.000 EACH | 380.00000 760.00| 350.00000 700.00| INLET, REMOVE | | | 0027 202-96151 LUMP | 450.00000 450.00| 700.00000 700.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0028 203-02000 40376.000 m3 | 13.50000 545076.00| 28.00000 1130528.00| EXCAVATION, COMMON | | | 0029 203-02070 34629.000 m3 | 13.00000 450177.00| 1.00000 34629.00| BORROW | | | 0030 205-03371 10.000 m3 | 51.00000 510.00| 50.00000 500.00| SEDIMENT REMOVE | | | 0031 205-06930 80.000 Mg | 35.00000 2800.00| 25.00000 2000.00| SPLASHPAD, RIPRAP | | | 0032 205-06931 194.000 Mg | 73.00000 14162.00| 35.00000 6790.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0033 205-06936 465.000 Mg | 52.00000 24180.00| 35.00000 16275.00| TEMPORARY SEDIMENT TRAP | | | 0034 205-06937 2242.000 m | 4.00000 8968.00| 3.00000 6726.00| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 207-08262 72900.000 m2 | 4.50000 328050.00| 3.30000 240570.00| SUBGRADE TREATMENT, TYPE I | | | 0036 210-06900 LUMP | 26000.00000 26000.00| 25000.00000 25000.00| TREATMENT PLANT , WASTEWATER, REMOVE | | | 0037 210-07314 127.000 m | 150.00000 19050.00| 140.00000 17780.00| FORCE MAIN , 150 mm | | | 0038 211-02050 112.000 m3 | 53.00000 5936.00| 27.00000 3024.00| B BORROW | | | 0039 211-07454 10710.000 m3 | 17.00000 182070.00| 20.00000 214200.00| STRUCTURE BACKFILL | | | 0040 301-07448 3519.000 Mg | 17.00000 59823.00| 27.00000 95013.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 302-06464 15068.000 m3 | 41.00000 617788.00| 52.00000 783536.00| SUBBASE FOR PCCP | | | 0042 401-06264 LUMP | 4800.00000 4800.00| 1000.00000 1000.00| PROFILOGRAPH, HMA | | | 0043 401-07332 100.000 Mg | 65.00000 6500.00| 63.00000 6300.00| QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0044 401-07335 507.000 Mg | 72.00000 36504.00| 69.00000 34983.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0045 401-07404 728.000 Mg | 50.00000 36400.00| 47.50000 34580.00| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0046 401-07406 299.000 Mg | 41.00000 12259.00| 40.10000 11989.90| QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0047 401-07409 3376.000 Mg | 43.00000 145168.00| 39.65000 133858.40| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0048 401-07430 1062.000 Mg | 53.00000 56286.00| 44.30000 47046.60| QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm OG | | | 0049 402-07432 86.000 Mg | 56.00000 4816.00| 65.25000 5611.50| HMA SURFACE, TYPE A | | | 0050 402-07433 76.000 Mg | 56.00000 4256.00| 53.44000 4061.44| HMA SURFACE, TYPE B | | | 0051 402-07435 33.000 Mg | 53.00000 1749.00| 47.93000 1581.69| HMA INTERMEDIATE, TYPE A | | | 0052 402-07438 127.000 Mg | 53.00000 6731.00| 42.45000 5391.15| HMA INTERMEDIATE, TYPE B | | | 0053 402-07440 52.000 Mg | 45.00000 2340.00| 48.20000 2506.40| HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 402-07441 413.000 Mg | 45.00000 18585.00| 39.35000 16251.55| HMA BASE, TYPE B | | | 0055 402-07453 608.000 Mg | 58.00000 35264.00| 47.00000 28576.00| HMA FOR TEMPORARY PAVEMENT | | | 0056 404-05511 369.000 m2 | 8.00000 2952.00| 2.13000 785.97| SEAL COAT, 2 | | | 0057 406-05520 9.000 Mg | 250.00000 2250.00| 100.00000 900.00| ASPHALT FOR TACK COAT | | | 0058 501-06266 LUMP | 13000.00000 13000.00| 16000.00000 16000.00| PROFILOGRAPH, PCCP | | | 0059 501-06324 53109.000 m2 | 42.00000 2230578.00| 42.00000 2230578.00| QC/QA-PCCP, 325 mm | | | 0060 503-05240 9666.000 m | 26.00000 251316.00| 28.00000 270648.00| D-1 CONTRACTION JOINT | | | 0061 601-03464 16.000 EACH | 34.00000 544.00| 64.00000 1024.00| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0062 601-99105 65.000 m | 52.00000 3380.00| 60.00000 3900.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0063 604-07483 2312.000 Mg | 60.00000 138720.00| 47.50000 109820.00| HMA FOR SIDEWALK | | | 0064 604-07899 13.000 m2 | 120.00000 1560.00| 180.00000 2340.00| CURB RAMP, CONCRETE, E | | | 0065 604-07901 24.000 m2 | 120.00000 2880.00| 170.00000 4080.00| CURB RAMP, CONCRETE, G | | | 0066 605-06090 12175.000 m | 19.00000 231325.00| 28.00000 340900.00| CURB, INTEGRAL, CONCRETE | | | 0067 605-06140 150.000 m | 83.00000 12450.00| 85.00000 12750.00| CURB AND GUTTER, CONCRETE | | | 0068 605-06145 48.000 m | 86.00000 4128.00| 82.00000 3936.00| CURB AND GUTTER, B, CONCRETE | | | 0069 605-06205 233.000 m | 290.00000 67570.00| 70.00000 16310.00| CENTER CURB, B, CONCRETE | | | 0070 605-06210 164.000 m | 220.00000 36080.00| 86.00000 14104.00| CENTER CURB, C, CONCRETE | | | 0071 605-06215 240.000 m | 69.00000 16560.00| 93.00000 22320.00| CENTER CURB, D, CONCRETE | | | 0072 605-97937 56.000 m | 80.00000 4480.00| 72.00000 4032.00| CURB AND GUTTER, CONCRETE, ROLL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 606-07484 705.000 m | 9.00000 6345.00| 5.39000 3799.95| MILLED HMA SHOULDER CORRUGATIONS | | | 0074 607-90826 1.000 EACH | 640.00000 640.00| 1400.00000 1400.00| GUTTER TURNOUT, CONCRETE | | | 0075 610-07486 53.000 Mg | 110.00000 5830.00| 86.25000 4571.25| HMA FOR APPROACHES, TYPE A | | | 0076 610-07712 509.000 m2 | 72.00000 36648.00| 45.00000 22905.00| PCCP FOR APPROACHES, 150 mm | | | 0077 611-06497 9.000 EACH | 130.00000 1170.00| 180.00000 1620.00| MAILBOX ASSEMBLY, SINGLE | | | 0078 615-06490 91.000 EACH | 110.00000 10010.00| 112.00000 10192.00| RIGHT OF WAY MARKER | | | 0079 615-06510 13.000 EACH | 360.00000 4680.00| 445.00000 5785.00| MONUMENT, C | | | 0080 615-06515 6.000 EACH | 66.00000 396.00| 130.00000 780.00| MONUMENT, D | | | 0081 615-06527 2.000 EACH | 620.00000 1240.00| 445.00000 890.00| MONUMENT, SECTION CORNER | | | 0082 616-02320 1221.000 m2 | 6.00000 7326.00| 5.69000 6947.49| GEOTEXTILES | | | 0083 616-06405 797.000 Mg | 24.00000 19128.00| 28.17000 22451.49| RIPRAP, REVETMENT | | | 0084 621-01004 3.000 EACH | 510.00000 1530.00| 485.00000 1455.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 621-06545 3.000 Mg | 610.00000 1830.00| 583.00000 1749.00| FERTILIZER | | | 0086 621-06554 513.000 kg | 82.00000 42066.00| 7.05000 3616.65| SEED MIXTURE, U | | | 0087 621-06557 429.000 kg | 80.00000 34320.00| 5.35000 2295.15| SEED MIXTURE, T | | | 0088 621-06565 14.000 Mg | 470.00000 6580.00| 445.00000 6230.00| MULCHING MATERIAL | | | 0089 621-06567 623.000 kL | 2.00000 1246.00| 1.00000 623.00| WATER | | | 0090 621-06574 34581.000 m2 | 4.00000 138324.00| 2.80000 96826.80| SODDING | | | 0091 714-01366 50.000 m | 1700.00000 85000.00| 2300.00000 115000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 714-26702 50.000 m | 710.00000 35500.00| 1200.00000 60000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0093 714-26717 44.000 m | 1800.00000 79200.00| 2200.00000 96800.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0094 715-05019 99.000 m | 170.00000 16830.00| 240.00000 23760.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0095 715-05048 6940.000 m | 9.30000 64542.00| 10.00000 69400.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0096 715-05053 92.000 m | 62.00000 5704.00| 50.00000 4600.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0097 715-05119 14.000 m | 88.00000 1232.00| 130.00000 1820.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0098 715-05149 1252.000 m | 70.00000 87640.00| 120.00000 150240.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0099 715-05151 589.000 m | 75.00000 44175.00| 120.00000 70680.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0100 715-05152 322.000 m | 88.00000 28336.00| 130.00000 41860.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0101 715-05153 449.000 m | 99.00000 44451.00| 138.00000 61962.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0102 715-05154 372.000 m | 110.00000 40920.00| 146.00000 54312.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0103 715-05155 235.000 m | 140.00000 32900.00| 167.00000 39245.00| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0104 715-05156 300.000 m | 150.00000 45000.00| 186.00000 55800.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0105 715-05157 194.000 m | 180.00000 34920.00| 210.00000 40740.00| PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0106 715-05169 9.000 m | 75.00000 675.00| 170.00000 1530.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0107 715-05239 85.000 m | 300.00000 25500.00| 370.00000 31450.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0108 715-05245 43.000 m | 410.00000 17630.00| 540.00000 23220.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0109 715-05409 928.000 m | 105.00000 97440.00| 100.00000 92800.00| PIPE, SANITARY SEWER, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 715-06501 4.000 EACH | 1700.00000 6800.00| 2300.00000 9200.00| CONCRETE ANCHOR, MIN. AREA 0.83 m2 | | | 0111 715-07536 2.000 EACH | 1700.00000 3400.00| 2400.00000 4800.00| CONCRETE ANCHOR, MIN. AREA 1.20 m2 | | | 0112 715-46000 5.000 EACH | 460.00000 2300.00| 500.00000 2500.00| PIPE END SECTION, 300 mm | | | 0113 715-46005 7.000 EACH | 500.00000 3500.00| 600.00000 4200.00| PIPE END SECTION, 375 mm | | | 0114 715-46015 1.000 EACH | 640.00000 640.00| 650.00000 650.00| PIPE END SECTION, 525 mm | | | 0115 715-46035 1.000 EACH | 820.00000 820.00| 1000.00000 1000.00| PIPE END SECTION, 825 mm | | | 0116 715-46040 6.000 EACH | 930.00000 5580.00| 1000.00000 6000.00| PIPE END SECTION, 900 mm | | | 0117 715-90052 LUMP | 150000.00000 150000.00| 147000.00000 147000.00| LIFT STATION | | | 0118 718-06528 5.000 EACH | 710.00000 3550.00| 750.00000 3750.00| OUTLET PROTECTOR, 1 | | | 0119 718-06531 4.000 EACH | 610.00000 2440.00| 750.00000 3000.00| OUTLET PROTECTOR, 3 | | | 0120 718-06532 1000.000 m | 3.40000 3400.00| 4.00000 4000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0121 718-52610 887.000 m3 | 40.00000 35480.00| 20.00000 17740.00| AGGREGATE FOR UNDERDRAINS | | | 0122 718-99153 12710.000 m2 | 2.10000 26691.00| 3.00000 38130.00| GEOTEXTILES FOR UNDERDRAIN | | | 0123 720-07604 1.000 EACH | 1500.00000 1500.00| 1300.00000 1300.00| CATCH BASIN, REPAIR | | | 0124 720-44000 1.000 EACH | 310.00000 310.00| 300.00000 300.00| CASTING, ADJUST TO GRADE | | | 0125 720-45410 40.000 EACH | 2200.00000 88000.00| 1900.00000 76000.00| MANHOLE, C4 | | | 0126 720-45410 13.000 EACH | 2600.00000 33800.00| 2600.00000 33800.00| MANHOLE, C4 , SANITARY | | | 0127 720-91973 7.000 EACH | 2400.00000 16800.00| 2600.00000 18200.00| MANHOLE, H4 | | | 0128 720-95409 5.000 EACH | 2800.00000 14000.00| 2400.00000 12000.00| MANHOLE, J4, MODIFIED | | | 0129 720-98174 43.000 EACH | 2300.00000 98900.00| 2600.00000 111800.00| INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 720-99417 43.000 EACH | 2400.00000 103200.00| 2300.00000 98900.00| CATCH BASIN, C15 | | | 0131 801-04308 10.000 EACH | 610.00000 6100.00| 575.00000 5750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0132 801-06207 1829.000 m | 5.00000 9145.00| 4.10000 7498.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0133 801-06625 19.000 EACH | 150.00000 2850.00| 145.00000 2755.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0134 801-06640 16.000 EACH | 240.00000 3840.00| 225.00000 3600.00| CONSTRUCTION SIGN, A | | | 0135 801-06645 4.000 EACH | 90.00000 360.00| 85.00000 340.00| CONSTRUCTION SIGN, B | | | 0136 801-06710 1340.000 DAY | 16.00000 21440.00| 15.00000 20100.00| FLASHING ARROW SIGN | | | 0137 801-06775 LUMP | 55000.00000 55000.00| 11220.00000 11220.00| MAINTAINING TRAFFIC | | | 0138 801-07118 253.000 m | 58.00000 14674.00| 55.00000 13915.00| BARRICADE, III-A | | | 0139 801-07119 15.000 m | 63.00000 945.00| 60.00000 900.00| BARRICADE, III-B | | | 0140 801-07120 50.000 m | 120.00000 6000.00| 20.00000 1000.00| BARRICADE, III, PERMANENT | | | 0141 802-05701 103.000 m | 39.00000 4017.00| 36.55000 3764.65| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0142 802-76025 22.000 m2 | 170.00000 3740.00| 165.87000 3649.14| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0143 802-76035 7.000 m2 | 150.00000 1050.00| 141.95000 993.65| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0144 802-76040 2.000 m2 | 380.00000 760.00| 360.68000 721.36| SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0145 805-01815 4.000 EACH | 1700.00000 6800.00| 1567.29000 6269.16| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0146 805-01842 12.000 EACH | 650.00000 7800.00| 617.65000 7411.80| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 805-01893 LUMP | 680.00000 680.00| 646.15000 646.15| MAINTAINING TRAFFIC SIGNAL , EXISTING | | | 0148 805-06592 626.000 m | 33.00000 20658.00| 31.49000 19712.74| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0149 805-78109 1.000 EACH | 9000.00000 9000.00| 8552.29000 8552.29| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0150 805-78205 4.000 EACH | 520.00000 2080.00| 493.80000 1975.20| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0151 805-78215 2.000 EACH | 540.00000 1080.00| 509.20000 1018.40| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0152 805-78230 4.000 EACH | 850.00000 3400.00| 805.91000 3223.64| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0153 805-78415 4.000 EACH | 1300.00000 5200.00| 1196.15000 4784.60| SPAN, CATENARY, AND TETHER | | | 0154 805-78420 4.000 EACH | 190.00000 760.00| 184.17000 736.68| DISCONNECT HANGER | | | 0155 805-78445 1.000 EACH | 650.00000 650.00| 618.65000 618.65| SIGNAL SERVICE | | | 0156 805-78467 59.000 m | 5.00000 295.00| 4.56000 269.04| SIGNAL CABLE, 3C 8GA. | | | 0157 805-78470 405.000 m | 3.00000 1215.00| 2.17000 878.85| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0158 805-78485 66.000 m | 4.00000 264.00| 3.08000 203.28| SIGNAL CABLE, 5C 14GA. | | | 0159 805-78490 154.000 m | 4.00000 616.00| 3.24000 498.96| SIGNAL CABLE, 7C 14GA. | | | 0160 805-78510 1476.000 m | 3.00000 4428.00| 2.47000 3645.72| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0161 805-78746 358.000 m | 26.00000 9308.00| 24.33000 8710.14| PREFORMED LOOP DETECTORS | | | 0162 805-78785 4.000 EACH | 620.00000 2480.00| 591.15000 2364.60| SIGNAL DETECTOR HOUSING | | | 0163 805-78795 136.000 m | 18.00000 2448.00| 16.74000 2276.64| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0164 805-78925 1.000 EACH | 770.00000 770.00| 734.15000 734.15| CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 805-81032 4.000 EACH | 3000.00000 12000.00| 2853.07000 11412.28| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0166 805-92504 4.000 EACH | 190.00000 760.00| 181.15000 724.60| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0167 808-03002 1585.000 m | 2.00000 3170.00| 1.38000 2187.30| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0168 808-03631 6555.000 m | 2.00000 13110.00| 1.25000 8193.75| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0169 808-03632 6302.000 m | 2.00000 12604.00| 1.25000 7877.50| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0170 808-06701 101.000 m | 3.00000 303.00| 2.10000 212.10| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0171 808-06703 1181.000 m | 3.00000 3543.00| 1.97000 2326.57| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0172 808-06716 250.000 m | 5.90000 1475.00| 5.58000 1395.00| LINE, REMOVE | | | 0173 808-74805 34.000 m | 52.00000 1768.00| 49.20000 1672.80| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0174 808-74807 6.000 EACH | 180.00000 1080.00| 170.00000 1020.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0175 808-74808 4.000 EACH | 260.00000 1040.00| 242.00000 968.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0176 808-75245 1315.000 m | 2.00000 2630.00| 1.97000 2590.55| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0177 808-75297 71.000 m | 21.00000 1491.00| 19.45000 1380.95| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0178 808-75320 10.000 EACH | 79.00000 790.00| 75.00000 750.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0179 808-75325 7.000 EACH | 110.00000 770.00| 108.00000 756.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0180 808-75998 282.000 EACH | 32.00000 9024.00| 30.00000 8460.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 340 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,389,853.69 ROUTE : CALL ORDER : 340 CONTRACT ID : R -28350-A COUNTIES : HENDRICKS LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1212938 |( ) |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0181 808-94455 34.000 m | 6.00000 204.00| 4.88000 165.92| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | 0182 808-96016 160.000 m | 10.00000 1600.00| 9.73000 1556.80| LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0183 501-06727 LUMP | 1500.00000 1500.00| 5500.00000 5500.00| CORING, PCCP | | | 0184 503-03489 75.000 EACH | 10.00000 750.00| 11.00000 825.00| RETROFITTED TIE BARS | | | SECTION TOTALS | $ 8,390,220.00| $ 8,647,699.92| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,390,220.00| $ 8,647,699.92| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,160,418.99 ROUTE : SR 2 CALL ORDER : 390 CONTRACT ID : RS-27576-B COUNTIES : PORTER LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/18/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 3,254,021.11 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,486,510.77 107.1447% ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 18207.98000 18207.98| CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 125.00000 125.00| 210.53000 210.53| PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 125.00000 250.00| 105.27000 210.54| PHONE(INSPECTOR) | | | 0004 105-06906 7.000 MOS | 125.00000 875.00| 263.16000 1842.12| CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 14.000 MOS | 125.00000 1750.00| 105.26000 1473.64| CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 7.000 MOS | 2200.00000 15400.00| 3544.89000 24814.23| FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 162700.00000 162700.00| 215604.51000 215604.51| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-06587 0.100 ACRE | 8000.00000 800.00| 50000.00000 5000.00| CLEARING AND GRUBBING , STR. NO. 1 | | | LOCATION | | | 0012 202-02241 2656.250 LFT | 2.00000 5312.50| 2.00000 5312.50| GUARDRAIL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,160,418.99 ROUTE : SR 2 CALL ORDER : 390 CONTRACT ID : RS-27576-B COUNTIES : PORTER LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02255 2.000 EACH | 425.00000 850.00| 350.00000 700.00| TREE, 18 IN., REMOVE | | | 0014 202-02260 1.000 EACH | 525.00000 525.00| 650.00000 650.00| TREE, 30 IN., REMOVE | | | 0015 202-86946 3.000 EACH | 250.00000 750.00| 250.00000 750.00| HANDHOLE, REMOVE | | | 0016 202-90277 1.000 EACH | 250.00000 250.00| 250.00000 250.00| DETECTOR HOUSING, REMOVE | | | 0017 202-91010 3.000 EACH | 450.00000 1350.00| 500.00000 1500.00| TREE, 24 IN., REMOVE | | | 0018 202-93741 11.000 EACH | 140.00000 1540.00| 140.00000 1540.00| GUARD RAIL END TREATMENT, REMOVE | | | 0019 202-98488 3.000 EACH | 122.53000 367.59| 191.05000 573.15| PIPE END SECTION, REMOVE | | | 0020 203-02000 560.000 CYS | 16.00000 8960.00| 18.03000 10096.80| EXCAVATION, COMMON | | | 0021 203-02070 3766.000 CYS | 5.00000 18830.00| 23.05000 86806.30| BORROW | | | 0022 203-02080 0.750 MILE | 20000.00000 15000.00| 32552.75000 24414.56| LINEAR GRADING | | | 0023 301-07448 86.000 TON | 60.00000 5160.00| 50.00000 4300.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-07449 3262.000 TON | 17.00000 55454.00| 28.10000 91662.20| COMPACTED AGGREGATE, NO. 73 | | | 0025 304-07491 2651.000 TON | 80.00000 212080.00| 93.35000 247470.85| HMA PATCHING, TYPE C | | | 0026 306-08033 239520.000 SYS | 0.39000 93412.80| 0.67000 160478.40| MILLING, ASPHALT, 1 IN. | | | 0027 306-08043 3400.000 SYS | 0.92000 3128.00| 1.00000 3400.00| MILLING, TRANSITION | | | 0028 306-08432 23614.000 SYS | 2.45000 57854.30| 1.00000 23614.00| MILLING, APPROACH | | | 0029 401-06264 LUMP | 6200.00000 6200.00| 13837.21000 13837.21| PROFILOGRAPH, HMA | | | 0030 401-07328 19845.000 TON | 43.00000 853335.00| 48.82000 968832.90| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0031 401-07379 24539.000 TON | 36.00000 883404.00| 38.32000 940334.48| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0032 401-07413 492.000 TON | 42.00000 20664.00| 47.44000 23340.48| QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,160,418.99 ROUTE : SR 2 CALL ORDER : 390 CONTRACT ID : RS-27576-B COUNTIES : PORTER LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 406-05520 128.000 TON | 450.00000 57600.00| 171.05000 21894.40| ASPHALT FOR TACK COAT | | | 0034 601-01625 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0035 601-01846 2.000 EACH | 1750.00000 3500.00| 1750.00000 3500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0036 601-94689 17.000 EACH | 2659.48000 45211.16| 2265.00000 38505.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-97774 4.000 EACH | 775.00000 3100.00| 775.00000 3100.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 2956.250 LFT | 14.50000 42865.63| 14.50000 42865.63| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 610-07488 4546.000 TON | 60.00000 272760.00| 50.00000 227300.00| HMA FOR APPROACHES, TYPE C | | | 0040 612-04315 62.250 TON | 794.00000 49426.50| 794.00000 49426.50| ASPHALT MATERIAL FOR UNDERSEAL | | | 0041 612-05081 1.000 EACH | 3160.00000 3160.00| 3160.00000 3160.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0042 612-60410 1172.000 EACH | 6.80000 7969.60| 6.80000 7969.60| DRILLED HOLE FOR UNDERSEAL | | | 0043 615-06527 7.000 EACH | 440.00000 3080.00| 324.59000 2272.13| MONUMENT, SECTION CORNER | | | 0044 621-01004 1.000 EACH | 400.00000 400.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06559 33890.000 SYS | 0.38000 12878.20| 0.38000 12878.20| MULCHED SEEDING, R | | | 0046 715-46005 1.000 EACH | 270.43000 270.43| 359.37000 359.37| PIPE END SECTION, 15 IN. | | | 0047 715-46010 4.000 EACH | 306.81000 1227.24| 386.15000 1544.60| PIPE END SECTION, 18 IN. | | | 0048 725-06867 84.000 LFT | 95.00000 7980.00| 100.00000 8400.00| PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0049 801-01093 4.000 EACH | 448.00000 1792.00| 464.00000 1856.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,160,418.99 ROUTE : SR 2 CALL ORDER : 390 CONTRACT ID : RS-27576-B COUNTIES : PORTER LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 801-06203 12800.000 LFT | 0.18000 2304.00| 0.18000 2304.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 6650.000 LFT | 1.06000 7049.00| 1.67000 11105.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06640 50.000 EACH | 116.00000 5800.00| 125.00000 6250.00| CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 145000.00000 145000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0054 802-94715 LUMP | 600.00000 600.00| 135.00000 135.00| SIGNS, SHEET, REMOVE AND RESET | | | 0055 804-06771 66.000 EACH | 53.85000 3554.10| 28.00000 1848.00| DELINEATOR POST, FLEXIBLE , | | | NONREFLECTIVE GRAY | | | 0056 805-01842 3.000 EACH | 570.00000 1710.00| 570.00000 1710.00| HANDHOLE, SIGNAL | | | 0057 805-06592 490.000 LFT | 12.00000 5880.00| 12.00000 5880.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0058 805-06897 640.000 LFT | 0.65000 416.00| 0.65000 416.00| SIGNAL CABLE DETECTOR, LEAD IN | | | 0059 805-78470 3200.000 LFT | 0.30000 960.00| 0.30000 960.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0060 805-78510 550.000 LFT | 0.66000 363.00| 0.66000 363.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0061 805-78785 15.000 EACH | 400.00000 6000.00| 400.00000 6000.00| SIGNAL DETECTOR HOUSING | | | 0062 805-78795 1440.000 LFT | 9.30000 13392.00| 9.30000 13392.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0063 808-06703 129381.000 LFT | 0.24000 31051.44| 0.24000 31051.44| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0064 808-75240 6950.000 LFT | 0.24000 1668.00| 0.24000 1668.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0065 808-75245 87378.000 LFT | 0.24000 20970.72| 0.24000 20970.72| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0066 808-75297 275.000 LFT | 3.90000 1072.50| 3.90000 1072.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 390 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,160,418.99 ROUTE : SR 2 CALL ORDER : 390 CONTRACT ID : RS-27576-B COUNTIES : PORTER LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 808-75320 4.000 EACH | 91.75000 367.00| 91.75000 367.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0068 808-75325 4.000 EACH | 132.60000 530.40| 132.60000 530.40| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0069 808-75996 2404.000 EACH | 3.50000 8414.00| 4.10000 9856.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 2404.000 EACH | 17.00000 40868.00| 17.25000 41469.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,254,021.11| $ 3,486,510.77| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,254,021.11| $ 3,486,510.77| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,805,412.78 ROUTE : US 6 CALL ORDER : 400 CONTRACT ID : RS-27692-A COUNTIES : NOBLE LETTING DATE : 12/14/05 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 35-0997978 PHEND & BROWN, INC. $ 1,439,905.42 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,458,634.69 101.3007% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,476,523.82 102.5431% 4 62-1492793 API CONSTRUCTION CORP. $ 1,816,361.42 126.1445% ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1600.00000 9600.00| 1450.00000 8700.00| 1543.00000 9258.00 FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 70000.00000 70000.00| 72000.00000 72000.00| 73000.00000 73000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02272 260.000 LFT | 17.00000 4420.00| 13.95000 3627.00| 8.08000 2100.80 PAVED SIDE DITCH, REMOVE | | | 0007 202-93741 4.000 EACH | 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 301-07448 940.000 TON | 25.00000 23500.00| 4.00000 3760.00| 5.00000 4700.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-07449 1750.000 TON | 21.00000 36750.00| 20.00000 35000.00| 5.00000 8750.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 2627.000 TON | 75.00000 197025.00| 82.00000 215414.00| 85.27000 224004.29 HMA PATCHING, TYPE B | | | 0011 304-07490 1860.000 TON | 75.00000 139500.00| 55.00000 102300.00| 58.55000 108903.00 HMA PATCHING, TYPE B , PARTIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,805,412.78 ROUTE : US 6 CALL ORDER : 400 CONTRACT ID : RS-27692-A COUNTIES : NOBLE LETTING DATE : 12/14/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 306-08034 146500.000 SYS | 0.30000 43950.00| 0.40000 58600.00| 0.27000 39555.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0013 306-08042 6233.000 SYS | 0.30000 1869.90| 0.40000 2493.20| 0.40000 2493.20 MILLING, SCARIFICATION/PROFILE | | | 0014 306-08043 2000.000 SYS | 0.01000 20.00| 0.01000 20.00| 0.01000 20.00 MILLING, TRANSITION | | | 0015 306-08432 8349.000 SYS | 1.00000 8349.00| 0.01000 83.49| 0.01000 83.49 MILLING, APPROACH | | | 0016 401-06264 LUMP | 11000.00000 11000.00| 5000.00000 5000.00| 15049.00000 15049.00 PROFILOGRAPH, HMA | | | 0017 401-07328 13400.000 TON | 40.00000 536000.00| 44.00000 589600.00| 30.00000 402000.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0018 402-07432 330.000 TON | 46.00000 15180.00| 40.00000 13200.00| 32.00000 10560.00 HMA SURFACE, TYPE A | | | 0019 406-05520 50.000 TON | 192.00000 9600.00| 10.00000 500.00| 10.00000 500.00 ASPHALT FOR TACK COAT | | | 0020 601-92948 860.000 LFT | 4.00000 3440.00| 4.00000 3440.00| 4.00000 3440.00 GUARDRAIL, ADJUST HEIGHT | | | 0021 601-94689 3.000 EACH | 3000.00000 9000.00| 2600.00000 7800.00| 2600.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 175.000 LFT | 24.00000 4200.00| 24.00000 4200.00| 24.00000 4200.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 610-07486 1790.000 TON | 80.00000 143200.00| 21.00000 37590.00| 65.08000 116493.20 HMA FOR APPROACHES, TYPE A | | | 0024 611-06497 28.000 EACH | 130.00000 3640.00| 130.00000 3640.00| 130.00000 3640.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 611-08232 15.000 EACH | 130.00000 1950.00| 130.00000 1950.00| 167.13000 2506.95 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0026 612-04315 27.200 TON | 944.00000 25676.80| 944.00000 25676.80| 944.00000 25676.80 ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-60410 456.000 EACH | 8.60000 3921.60| 8.60000 3921.60| 8.60000 3921.60 DRILLED HOLE FOR UNDERSEAL | | | 0028 615-06527 8.000 EACH | 300.00000 2400.00| 300.00000 2400.00| 300.00000 2400.00 MONUMENT, SECTION CORNER | | | 0029 616-02320 290.000 SYS | 5.00000 1450.00| 2.00000 580.00| 2.71000 785.90 GEOTEXTILES | | | 0030 616-06405 120.000 TON | 43.00000 5160.00| 40.00000 4800.00| 27.67000 3320.40 RIPRAP, REVETMENT | | | 0031 616-06451 60.000 TON | 43.00000 2580.00| 40.00000 2400.00| 38.51000 2310.60 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,805,412.78 ROUTE : US 6 CALL ORDER : 400 CONTRACT ID : RS-27692-A COUNTIES : NOBLE LETTING DATE : 12/14/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 715-06519 250.000 LFT | 48.00000 12000.00| 30.00000 7500.00| 18.32000 4580.00 PIPE, CORRUGATED PE, S, 18 IN. | | | 0033 801-06203 4600.000 LFT | 0.40000 1840.00| 0.50000 2300.00| 0.17000 782.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06207 4600.000 LFT | 1.10000 5060.00| 0.75000 3450.00| 0.82000 3772.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0035 801-06640 38.000 EACH | 84.00000 3192.00| 85.00000 3230.00| 85.00000 3230.00 CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP | 5000.00000 5000.00| 161300.00000 161300.00| 290600.59000 290600.59 MAINTAINING TRAFFIC | | | 0037 801-92448 600.000 DAY | 2.00000 1200.00| 1.00000 600.00| 0.01000 6.00 CONSTRUCTION SIGNS, MOBILE | | | 0038 802-05704 14.000 LFT | 20.00000 280.00| 12.50000 175.00| 20.00000 280.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0039 802-91122 1.000 EACH | 180.00000 180.00| 250.00000 250.00| 180.00000 180.00 SIGN, GROUND MOUNTED, RESET | | | 0040 805-01842 6.000 EACH | 750.00000 4500.00| 750.00000 4500.00| 700.00000 4200.00 HANDHOLE, SIGNAL | | | 0041 805-01844 850.000 LFT | 16.00000 13600.00| 16.00000 13600.00| 13.00000 11050.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0042 805-03793 1.000 EACH | 2450.00000 2450.00| 2450.00000 2450.00| 2240.00000 2240.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0043 805-06600 50.000 LFT | 15.00000 750.00| 15.00000 750.00| 16.50000 825.00 CONDUIT, PVC, 3 IN. | | | 0044 805-78510 880.000 LFT | 1.60000 1408.00| 1.60000 1408.00| 1.00000 880.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0045 805-92504 1.000 EACH | 700.00000 700.00| 700.00000 700.00| 650.00000 650.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0046 805-92512 4.000 EACH | 750.00000 3000.00| 750.00000 3000.00| 880.00000 3520.00 MICROLOOP DETECTOR | | | 0047 808-06713 91000.000 LFT | 0.10000 9100.00| 0.10000 9100.00| 0.10000 9100.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0048 808-75240 9643.000 LFT | 0.27000 2603.61| 0.10000 964.30| 0.27000 2603.61 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0049 808-75245 73313.000 LFT | 0.27000 19794.51| 0.10000 7331.30| 0.27000 19794.51 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,805,412.78 ROUTE : US 6 CALL ORDER : 400 CONTRACT ID : RS-27692-A COUNTIES : NOBLE LETTING DATE : 12/14/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( 3 ) 35-1065659 |PHEND & BROWN, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-75996 1650.000 EACH | 3.00000 4950.00| 0.10000 165.00| 3.33000 5494.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 1650.000 EACH | 17.00000 28050.00| 10.00000 16500.00| 17.00000 28050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 601-06038 1.000 EACH | 4200.00000 4200.00| 4200.00000 4200.00| 4200.00000 4200.00 GUARDRAIL END TREATMENT, II | | | 0053 720-45069 1.000 EACH | 1700.00000 1700.00| 5500.00000 5500.00| 2048.38000 2048.38 INLET, P12 , MODIFIED | | | 0054 808-75205 600.000 LFT | 0.27000 162.00| 0.27000 162.00| 0.27000 162.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | SECTION TOTALS | $ 1,439,905.42| $ 1,458,634.69| $ 1,476,523.82 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,439,905.42| $ 1,458,634.69| $ 1,476,523.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,805,412.78 ROUTE : US 6 CALL ORDER : 400 CONTRACT ID : RS-27692-A COUNTIES : NOBLE LETTING DATE : 12/14/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1492793 |( ) |( ) |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 105-07039 6.000 MOS | 1865.00000 11190.00| | FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 90290.00000 90290.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02272 260.000 LFT | 5.00000 1300.00| | PAVED SIDE DITCH, REMOVE | | | 0007 202-93741 4.000 EACH | 200.00000 800.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 301-07448 940.000 TON | 25.00000 23500.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-07449 1750.000 TON | 20.00000 35000.00| | COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 2627.000 TON | 95.00000 249565.00| | HMA PATCHING, TYPE B | | | 0011 304-07490 1860.000 TON | 65.00000 120900.00| | HMA PATCHING, TYPE B , PARTIAL | | | 0012 306-08034 146500.000 SYS | 0.80000 117200.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0013 306-08042 6233.000 SYS | 0.80000 4986.40| | MILLING, SCARIFICATION/PROFILE | | | 0014 306-08043 2000.000 SYS | 0.80000 1600.00| | MILLING, TRANSITION | | | 0015 306-08432 8349.000 SYS | 2.00000 16698.00| | MILLING, APPROACH | | | 0016 401-06264 LUMP | 2665.00000 2665.00| | PROFILOGRAPH, HMA | | | 0017 401-07328 13400.000 TON | 45.00000 603000.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0018 402-07432 330.000 TON | 60.00000 19800.00| | HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,805,412.78 ROUTE : US 6 CALL ORDER : 400 CONTRACT ID : RS-27692-A COUNTIES : NOBLE LETTING DATE : 12/14/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1492793 |( ) |( ) |API CONSTRUCTION CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05520 50.000 TON | 205.00000 10250.00| | ASPHALT FOR TACK COAT | | | 0020 601-92948 860.000 LFT | 4.00000 3440.00| | GUARDRAIL, ADJUST HEIGHT | | | 0021 601-94689 3.000 EACH | 2600.00000 7800.00| | GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 175.000 LFT | 24.00000 4200.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 610-07486 1790.000 TON | 150.00000 268500.00| | HMA FOR APPROACHES, TYPE A | | | 0024 611-06497 28.000 EACH | 130.00000 3640.00| | MAILBOX ASSEMBLY, SINGLE | | | 0025 611-08232 15.000 EACH | 130.00000 1950.00| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0026 612-04315 27.200 TON | 944.00000 25676.80| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-60410 456.000 EACH | 8.60000 3921.60| | DRILLED HOLE FOR UNDERSEAL | | | 0028 615-06527 8.000 EACH | 300.00000 2400.00| | MONUMENT, SECTION CORNER | | | 0029 616-02320 290.000 SYS | 6.50000 1885.00| | GEOTEXTILES | | | 0030 616-06405 120.000 TON | 15.00000 1800.00| | RIPRAP, REVETMENT | | | 0031 616-06451 60.000 TON | 15.00000 900.00| | RIPRAP, UNIFORM | | | 0032 715-06519 250.000 LFT | 35.00000 8750.00| | PIPE, CORRUGATED PE, S, 18 IN. | | | 0033 801-06203 4600.000 LFT | 0.40000 1840.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06207 4600.000 LFT | 1.00000 4600.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0035 801-06640 38.000 EACH | 90.00000 3420.00| | CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP | 59660.00000 59660.00| | MAINTAINING TRAFFIC | | | 0037 801-92448 600.000 DAY | 5.35000 3210.00| | CONSTRUCTION SIGNS, MOBILE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,805,412.78 ROUTE : US 6 CALL ORDER : 400 CONTRACT ID : RS-27692-A COUNTIES : NOBLE LETTING DATE : 12/14/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1492793 |( ) |( ) |API CONSTRUCTION CORP. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 802-05704 14.000 LFT | 12.50000 175.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0039 802-91122 1.000 EACH | 250.00000 250.00| | SIGN, GROUND MOUNTED, RESET | | | 0040 805-01842 6.000 EACH | 750.00000 4500.00| | HANDHOLE, SIGNAL | | | 0041 805-01844 850.000 LFT | 16.00000 13600.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0042 805-03793 1.000 EACH | 2450.00000 2450.00| | DETECTOR CARD RACK AND DETECTOR MODULES | | | 0043 805-06600 50.000 LFT | 15.00000 750.00| | CONDUIT, PVC, 3 IN. | | | 0044 805-78510 880.000 LFT | 1.60000 1408.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0045 805-92504 1.000 EACH | 700.00000 700.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0046 805-92512 4.000 EACH | 750.00000 3000.00| | MICROLOOP DETECTOR | | | 0047 808-06713 91000.000 LFT | 0.10000 9100.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0048 808-75240 9643.000 LFT | 0.27000 2603.61| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0049 808-75245 73313.000 LFT | 0.27000 19794.51| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0050 808-75996 1650.000 EACH | 4.75000 7837.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 1650.000 EACH | 17.00000 28050.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 601-06038 1.000 EACH | 4200.00000 4200.00| | GUARDRAIL END TREATMENT, II | | | 0053 720-45069 1.000 EACH | 1440.00000 1440.00| | INLET, P12 , MODIFIED | | | 0054 808-75205 600.000 LFT | 0.27000 162.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | SECTION TOTALS | $ 1,816,361.42| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,816,361.42| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 404 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,487.27 ROUTE : SR 103 CALL ORDER : 404 CONTRACT ID : RS-28000-B COUNTIES : HENRY LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,179,953.90 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,243,438.27 105.3802% 3 35-1139301 E & B PAVING, INC. $ 1,293,473.40 109.6207% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, 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 | 5000.00000 5000.00| 8500.00000 8500.00| 6800.00000 6800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1450.00000 17400.00| 2650.00000 31800.00| 1000.00000 12000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 57760.00000 57760.00| 34900.00000 34900.00| 64000.00000 64000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02271 2.000 EACH | 2500.00000 5000.00| 150.00000 300.00| 2000.00000 4000.00 HEADWALL, REMOVE | | | 0008 203-02000 128.000 CYS | 39.00000 4992.00| 10.25000 1312.00| 60.00000 7680.00 EXCAVATION, COMMON | | | 0009 203-02070 2198.000 CYS | 10.00000 21980.00| 34.00000 74732.00| 8.00000 17584.00 BORROW | | | 0010 205-06931 224.000 TON | 48.00000 10752.00| 42.00000 9408.00| 63.00000 14112.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 211-07454 90.000 CYS | 22.00000 1980.00| 21.00000 1890.00| 37.00000 3330.00 STRUCTURE BACKFILL | | | 0012 303-01180 642.000 TON | 23.00000 14766.00| 31.00000 19902.00| 37.00000 23754.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 404 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,487.27 ROUTE : SR 103 CALL ORDER : 404 CONTRACT ID : RS-28000-B COUNTIES : HENRY LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07490 200.000 TON | 110.00000 22000.00| 135.00000 27000.00| 160.00000 32000.00 HMA PATCHING, TYPE B | | | 0014 304-07493 5132.000 TON | 54.50000 279694.00| 55.00000 282260.00| 57.00000 292524.00 WIDENING WITH HMA, TYPE B | | | 0015 306-08042 49625.000 SYS | 1.00000 49625.00| 0.75000 37218.75| 0.40000 19850.00 MILLING, SCARIFICATION/PROFILE | | | 0016 306-08043 1232.000 SYS | 1.75000 2156.00| 1.25000 1540.00| 4.00000 4928.00 MILLING, TRANSITION | | | 0017 306-08432 1254.000 SYS | 1.50000 1881.00| 1.25000 1567.50| 1.00000 1254.00 MILLING, APPROACH | | | 0018 401-06264 LUMP | 1000.00000 1000.00| 4800.00000 4800.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0019 401-07321 4704.000 TON | 44.00000 206976.00| 46.00000 216384.00| 46.00000 216384.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07371 6271.000 TON | 41.15000 258051.65| 41.75000 261814.25| 44.00000 275924.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0021 406-05520 32.000 TON | 260.00000 8320.00| 220.00000 7040.00| 10.00000 320.00 ASPHALT FOR TACK COAT | | | 0022 601-01846 2.000 EACH | 1970.00000 3940.00| 2000.00000 4000.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06854 1.000 EACH | 2940.00000 2940.00| 2800.00000 2800.00| 2400.00000 2400.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-92948 247.000 LFT | 5.75000 1420.25| 4.25000 1049.75| 3.00000 741.00 GUARDRAIL, ADJUST HEIGHT | | | 0025 601-94689 4.000 EACH | 2430.00000 9720.00| 2000.00000 8000.00| 2600.00000 10400.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 550.000 LFT | 15.50000 8525.00| 14.00000 7700.00| 15.00000 8250.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 610-07487 293.000 TON | 83.10000 24348.30| 82.00000 24026.00| 108.00000 31644.00 HMA FOR APPROACHES, TYPE B | | | 0028 616-02305 79.000 CYS | 180.00000 14220.00| 305.00000 24095.00| 225.00000 17775.00 GABIONS | | | 0029 616-02320 571.000 SYS | 1.30000 742.30| 3.37000 1924.27| 5.00000 2855.00 GEOTEXTILES | | | 0030 616-06451 1009.000 TON | 25.00000 25225.00| 24.00000 24216.00| 22.00000 22198.00 RIPRAP, UNIFORM | | | 0031 621-01004 2.000 EACH | 575.00000 1150.00| 575.00000 1150.00| 1500.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 404 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,487.27 ROUTE : SR 103 CALL ORDER : 404 CONTRACT ID : RS-28000-B COUNTIES : HENRY LETTING DATE : 12/14/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 621-02363 783.000 SYS | 1.05000 822.15| 1.00000 783.00| 1.50000 1174.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0033 621-06559 7833.000 SYS | 0.35000 2741.55| 1.75000 13707.75| 3.00000 23499.00 MULCHED SEEDING, R | | | 0034 714-08212 14.000 LFT | 1700.00000 23800.00| 2000.00000 28000.00| 1375.00000 19250.00 CULVERT EXTENSION | | | 0035 715-05168 76.000 LFT | 65.00000 4940.00| 38.00000 2888.00| 54.00000 4104.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0036 715-05169 51.000 LFT | 78.00000 3978.00| 35.00000 1785.00| 54.00000 2754.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0037 715-05595 8.000 LFT | 145.00000 1160.00| 42.00000 336.00| 76.00000 608.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0038 715-05756 6.000 LFT | 190.00000 1140.00| 47.00000 282.00| 70.00000 420.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0039 715-08305 32.000 TON | 80.00000 2560.00| 110.00000 3520.00| 50.00000 1600.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0040 715-46000 8.000 EACH | 290.00000 2320.00| 285.00000 2280.00| 300.00000 2400.00 PIPE END SECTION, 12 IN. | | | 0041 715-46005 6.000 EACH | 300.00000 1800.00| 295.00000 1770.00| 330.00000 1980.00 PIPE END SECTION, 15 IN. | | | 0042 801-06203 2642.000 LFT | 1.35000 3566.70| 0.25000 660.50| 1.00000 2642.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 2642.000 LFT | 1.35000 3566.70| 1.00000 2642.00| 0.70000 1849.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06640 20.000 EACH | 121.00000 2420.00| 125.00000 2500.00| 115.00000 2300.00 CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 48223.35000 48223.35| 46000.00000 46000.00| 112500.00000 112500.00 MAINTAINING TRAFFIC | | | 0046 808-06712 2218.000 LFT | 0.11000 243.98| 0.10000 221.80| 0.10000 221.80 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0047 808-06713 34926.000 LFT | 0.11000 3841.86| 0.10000 3492.60| 0.10000 3492.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0048 808-06714 24201.000 LFT | 0.11000 2662.11| 0.10000 2420.10| 0.10000 2420.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0049 808-74815 12.000 LFT | 10.50000 126.00| 10.00000 120.00| 10.00000 120.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0050 808-75998 446.000 EACH | 19.00000 8474.00| 19.50000 8697.00| 18.00000 8028.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,179,953.90| $ 1,243,438.27| $ 1,293,473.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,179,953.90| $ 1,243,438.27| $ 1,293,473.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 408 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,592,628.15 ROUTE : US 36 CALL ORDER : 408 CONTRACT ID : RS-28061-B COUNTIES : HENDRICKS PUTNAM LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/06 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 $ 2,680,600.00 100.0000% 2 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,698,450.54 100.6659% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-2126716 |( ) |RIETH RILEY CONSTRUCTION |WABASH VALLEY ASPHALT CO. LL | 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 | 5500.00000 5500.00| 2239.60000 2239.60| CONSTRUCTION ENGINEERING | | | 0002 105-06906 12.000 MOS | 300.00000 3600.00| 100.00000 1200.00| CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-06907 12.000 MOS | 300.00000 3600.00| 100.00000 1200.00| CELLULAR SERVICE(INSPECTOR) | | | 0004 105-07038 12.000 MOS | 2200.00000 26400.00| 1765.00000 21180.00| FIELD OFFICE, A | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 48786.64000 48786.64| 132500.00000 132500.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02241 385.000 LFT | 2.05000 789.25| 2.05000 789.25| GUARDRAIL, REMOVE | | | 0010 202-02271 2.000 EACH | 275.00000 550.00| 225.56000 451.12| HEADWALL, REMOVE | | | 0011 202-02279 132.000 LFT | 18.00000 2376.00| 9.71000 1281.72| CURB AND GUTTER, REMOVE | | | 0012 202-52710 43.000 SYS | 27.00000 1161.00| 15.74000 676.82| SIDEWALK, CONCRETE, REMOVE | | | 0013 202-93741 34.000 EACH | 125.00000 4250.00| 272.01000 9248.34| GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 408 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,592,628.15 ROUTE : US 36 CALL ORDER : 408 CONTRACT ID : RS-28061-B COUNTIES : HENDRICKS PUTNAM LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-2126716 |( ) |RIETH RILEY CONSTRUCTION |WABASH VALLEY ASPHALT CO. LL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02000 5.000 CYS | 100.00000 500.00| 74.21000 371.05| EXCAVATION, COMMON | | | 0015 203-02080 1.300 MILE | 16700.00000 21710.00| 35066.06000 45585.88| LINEAR GRADING | | | 0016 301-07448 25.000 TON | 55.00000 1375.00| 19.27000 481.75| COMPACTED AGGREGATE, NO. 53, BASE FOR | | | PATCHING | | | 0017 303-01180 1850.000 TON | 28.00000 51800.00| 21.96000 40626.00| COMPACTED AGGREGATE, NO. 53 FOR | | | GUARDRAIL END TREATMENT PADS | | | 0018 303-07449 2900.000 TON | 25.00000 72500.00| 19.73000 57217.00| COMPACTED AGGREGATE, NO. 73 SHOULDER | | | WEDGE | | | 0019 304-07491 200.000 TON | 125.00000 25000.00| 115.86000 23172.00| HMA PATCHING, TYPE C | | | 0020 306-08033 191145.000 SYS | 0.53000 101306.85| 0.52000 99395.40| MILLING, ASPHALT, 1 IN. | | | 0021 306-08043 5033.000 SYS | 2.25000 11324.25| 2.31000 11626.23| MILLING, TRANSITION | | | 0022 306-08432 2170.000 SYS | 3.75000 8137.50| 3.63000 7877.10| MILLING, APPROACH | | | 0023 401-06264 LUMP | 4500.00000 4500.00| 7753.44000 7753.44| PROFILOGRAPH, HMA | | | 0024 401-07328 16185.000 TON | 56.00000 906360.00| 50.18000 812163.30| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0025 401-07379 20469.000 TON | 43.00000 880167.00| 40.17000 822239.73| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0026 406-05520 92.000 TON | 225.00000 20700.00| 268.55000 24706.60| ASPHALT FOR TACK COAT | | | 0027 601-01625 2.000 EACH | 1375.00000 2750.00| 1375.00000 2750.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-01839 5.000 EACH | 1785.00000 8925.00| 1785.00000 8925.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-01846 1.000 EACH | 1650.00000 1650.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-94689 38.000 EACH | 2125.00000 80750.00| 2125.20000 80757.60| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 408 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,592,628.15 ROUTE : US 36 CALL ORDER : 408 CONTRACT ID : RS-28061-B COUNTIES : HENDRICKS PUTNAM LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-2126716 |( ) |RIETH RILEY CONSTRUCTION |WABASH VALLEY ASPHALT CO. LL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 601-99105 3981.750 LFT | 13.60000 54151.80| 13.60000 54151.80| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 601-99132 25.000 EACH | 56.00000 1400.00| 56.00000 1400.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0033 604-07896 22.160 SYS | 155.00000 3434.80| 101.57000 2250.79| CURB RAMP, CONCRETE, B | | | 0034 604-07901 9.180 SYS | 155.00000 1422.90| 325.13000 2984.69| CURB RAMP, CONCRETE, G | | | 0035 604-07902 4.590 SYS | 155.00000 711.45| 325.13000 1492.35| CURB RAMP, CONCRETE, H | | | 0036 610-07488 942.000 TON | 95.00000 89490.00| 100.73000 94887.66| HMA FOR APPROACHES, TYPE C | | | 0037 612-04315 96.000 TON | 797.70000 76579.20| 797.70000 76579.20| ASPHALT MATERIAL FOR UNDERSEAL | | | 0038 612-60410 1594.000 EACH | 7.20000 11476.80| 7.20000 11476.80| DRILLED HOLE FOR UNDERSEAL | | | 0039 615-06505 9.000 EACH | 950.00000 8550.00| 716.67000 6450.03| MONUMENT, B | | | 0040 615-06525 2.000 EACH | 1100.00000 2200.00| 489.44000 978.88| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0041 801-03290 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00| CONSTRUCTION SIGN, C | | | 0042 801-06203 10530.000 LFT | 0.65000 6844.50| 0.30000 3159.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 5699.000 LFT | 1.10000 6268.90| 0.98000 5585.02| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06640 48.000 EACH | 125.00000 6000.00| 125.00000 6000.00| CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 48000.00000 48000.00| 145749.48000 145749.48| MAINTAINING TRAFFIC | | | 0046 805-02503 280.000 LFT | 0.50000 140.00| 0.50000 140.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0047 805-78795 200.000 LFT | 7.00000 1400.00| 7.00000 1400.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0048 805-92951 1.000 EACH | 125.00000 125.00| 125.00000 125.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0049 808-03631 400.000 LFT | 4.00000 1600.00| 4.00000 1600.00| LINE, EPOXY, SOLID, WHITE, 4 IN. , FOR | | | CONCRETE STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 408 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,592,628.15 ROUTE : US 36 CALL ORDER : 408 CONTRACT ID : RS-28061-B COUNTIES : HENDRICKS PUTNAM LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-2126716 |( ) |RIETH RILEY CONSTRUCTION |WABASH VALLEY ASPHALT CO. LL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-03632 200.000 LFT | 4.00000 800.00| 4.00000 800.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. , FOR | | | CONCRETE STRUCTURES | | | 0051 808-04298 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0052 808-04896 10.000 LFT | 4.00000 40.00| 4.00000 40.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN. , | | | FOR CONCRETE STRUCTURES | | | 0053 808-06703 129456.000 LFT | 0.24000 31069.44| 0.24000 31069.44| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0054 808-06716 610.000 LFT | 1.50000 915.00| 1.50000 915.00| LINE, REMOVE , FOR CONCRETE STRUCTURES | | | 0055 808-75240 9931.000 LFT | 0.24000 2383.44| 0.24000 2383.44| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0056 808-75245 74397.000 LFT | 0.24000 17855.28| 0.24000 17855.28| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0057 808-75297 60.000 LFT | 10.00000 600.00| 10.00000 600.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0058 808-75996 1445.000 EACH | 6.00000 8670.00| 5.75000 8308.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,680,600.00| $ 2,698,450.54| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,680,600.00| $ 2,698,450.54| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 410 CONTRACT ID : RS-28076-E COUNTIES : VIGO LETTING DATE : 12/14/05 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 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,956,123.47 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,935.65 ROUTE : US 40 CALL ORDER : 420 CONTRACT ID : RS-28311-A COUNTIES : CLAY LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE 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. $ 2,468,386.32 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,839,265.00 115.0251% ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-0918397 |( ) |WABASH VALLEY ASPHALT CO. LL |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 803.29000 803.29| 5600.00000 5600.00| CONSTRUCTION ENGINEERING | | | 0002 105-06906 12.000 MOS | 73.50000 882.00| 300.00000 3600.00| CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-06907 12.000 MOS | 73.50000 882.00| 300.00000 3600.00| CELLULAR SERVICE(INSPECTOR) | | | 0004 105-07038 12.000 MOS | 1853.25000 22239.00| 2400.00000 28800.00| FIELD OFFICE, A | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 100742.00000 100742.00| 125409.40000 125409.40| MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02241 138.000 LFT | 2.63000 362.94| 1.60000 220.80| GUARDRAIL, REMOVE | | | 0010 202-93741 26.000 EACH | 236.25000 6142.50| 500.00000 13000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-02000 225.000 CYS | 1228.95000 276513.75| 50.00000 11250.00| EXCAVATION, COMMON , CROSSOVER REMOVAL | | | 0012 203-02080 0.740 MILE | 14021.73000 10376.08| 10000.00000 7400.00| LINEAR GRADING | | | 0013 203-05859 31.000 CYS | 36.05000 1117.55| 80.00000 2480.00| FILL , CROSSOVER REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,935.65 ROUTE : US 40 CALL ORDER : 420 CONTRACT ID : RS-28311-A COUNTIES : CLAY LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-0918397 |( ) |WABASH VALLEY ASPHALT CO. LL |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-03371 95.000 CYS | 31.51000 2993.45| 30.00000 2850.00| SEDIMENT, REMOVE | | | 0015 205-06931 130.000 TON | 68.07000 8849.10| 35.00000 4550.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 2.000 EACH | 95.00000 190.00| 125.00000 250.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 15200.000 LFT | 1.26000 19152.00| 1.25000 19000.00| TEMPORARY SILT FENCE | | | 0018 301-07448 8603.000 TON | 15.59000 134120.77| 15.25000 131195.75| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-01180 900.000 TON | 19.94000 17946.00| 24.00000 21600.00| COMPACTED AGGREGATE, NO. 53 | | | 0020 303-07449 3634.000 TON | 15.17000 55127.78| 15.75000 57235.50| COMPACTED AGGREGATE, NO. 73 | | | 0021 304-07490 125.000 TON | 121.28000 15160.00| 105.00000 13125.00| HMA PATCHING, TYPE B | | | 0022 304-07493 8408.000 TON | 42.63000 358433.04| 70.00000 588560.00| WIDENING WITH HMA, TYPE B | | | 0023 306-08042 136474.000 SYS | 0.45000 61413.30| 0.65000 88708.10| MILLING, SCARIFICATION/PROFILE | | | 0024 306-08043 2320.000 SYS | 1.63000 3781.60| 5.00000 11600.00| MILLING, TRANSITION | | | 0025 306-08432 5888.000 SYS | 1.19000 7006.72| 4.50000 26496.00| MILLING, APPROACH | | | 0026 401-06264 LUMP | 4384.13000 4384.13| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0027 401-07321 13500.000 TON | 39.02000 526770.00| 48.75000 658125.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0028 401-07356 13500.000 TON | 36.32000 490320.00| 48.75000 658125.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0029 402-07451 100.000 TON | 54.49000 5449.00| 55.00000 5500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0030 406-05520 80.000 TON | 226.00000 18080.00| 225.00000 18000.00| ASPHALT FOR TACK COAT | | | 0031 601-01846 8.000 EACH | 1643.25000 13146.00| 2100.00000 16800.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-92948 3334.000 LFT | 2.36000 7868.24| 4.00000 13336.00| GUARDRAIL, ADJUST HEIGHT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,935.65 ROUTE : US 40 CALL ORDER : 420 CONTRACT ID : RS-28311-A COUNTIES : CLAY LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-0918397 |( ) |WABASH VALLEY ASPHALT CO. LL |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-94689 18.000 EACH | 2110.50000 37989.00| 2500.00000 45000.00| GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 2362.500 LFT | 13.75000 32484.38| 14.00000 33075.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99132 25.000 EACH | 57.75000 1443.75| 125.00000 3125.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0036 610-07487 850.000 TON | 98.88000 84048.00| 105.00000 89250.00| HMA FOR APPROACHES, TYPE B | | | 0037 612-04315 7.000 TON | 1868.00000 13076.00| 1868.00000 13076.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0038 612-05081 1.000 EACH | 3250.00000 3250.00| 3250.00000 3250.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0039 612-60410 113.000 EACH | 46.00000 5198.00| 46.00000 5198.00| DRILLED HOLE FOR UNDERSEAL | | | 0040 615-06505 1.000 EACH | 1695.75000 1695.75| 680.00000 680.00| MONUMENT, B | | | 0041 615-06510 1.000 EACH | 1695.75000 1695.75| 400.00000 400.00| MONUMENT, C | | | 0042 621-06574 92.000 SYS | 21.00000 1932.00| 36.00000 3312.00| SODDING , CROSSOVER REMOVAL | | | 0043 801-01093 8.000 EACH | 761.25000 6090.00| 875.00000 7000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0044 801-03290 4.000 EACH | 36.75000 147.00| 210.00000 840.00| CONSTRUCTION SIGN, C | | | 0045 801-06203 9920.000 LFT | 0.34000 3372.80| 1.00000 9920.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0046 801-06207 4960.000 LFT | 0.98000 4860.80| 1.00000 4960.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0047 801-06640 31.000 EACH | 105.00000 3255.00| 125.00000 3875.00| CONSTRUCTION SIGN, A | | | 0048 801-06710 200.000 DAY | 9.98000 1996.00| 15.00000 3000.00| FLASHING ARROW SIGN | | | 0049 801-06775 LUMP | 57102.00000 57102.00| 37000.00000 37000.00| MAINTAINING TRAFFIC | | | 0050 808-06701 12385.000 LFT | 0.42000 5201.70| 0.27000 3343.95| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,438,935.65 ROUTE : US 40 CALL ORDER : 420 CONTRACT ID : RS-28311-A COUNTIES : CLAY LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-0918397 |( ) |WABASH VALLEY ASPHALT CO. LL |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-06703 49575.000 LFT | 0.29000 14376.75| 0.27000 13385.25| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0052 808-75245 49575.000 LFT | 0.29000 14376.75| 0.27000 13385.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0053 808-75297 495.000 LFT | 3.15000 1559.25| 2.00000 990.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75320 2.000 EACH | 63.00000 126.00| 370.00000 740.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW , | | | RIGHT TURN | | | 0055 808-75996 640.000 EACH | 4.46000 2854.40| 4.75000 3040.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,468,386.32| $ 2,839,265.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,468,386.32| $ 2,839,265.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,291.26 ROUTE : US 231 CALL ORDER : 430 CONTRACT ID : RS-28313-A COUNTIES : PUTNAM LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,052,789.20 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,120,314.60 106.4140% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 6250.00000 6250.00| CONSTRUCTION ENGINEERING | | | 0002 105-06906 10.000 MOS | 140.00000 1400.00| 200.00000 2000.00| CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-06907 10.000 MOS | 140.00000 1400.00| 200.00000 2000.00| CELLULAR SERVICE(INSPECTOR) | | | 0004 105-07039 10.000 MOS | 2000.00000 20000.00| 2100.00000 21000.00| FIELD OFFICE, B | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 52600.00000 52600.00| 24750.00000 24750.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 303-01180 50.000 TON | 70.00000 3500.00| 53.00000 2650.00| COMPACTED AGGREGATE, NO. 53 | | | 0010 303-07449 876.000 TON | 5.00000 4380.00| 39.00000 34164.00| COMPACTED AGGREGATE, NO. 73 , FOR | | | SHOULDERS | | | 0011 304-07491 1000.000 TON | 95.00000 95000.00| 97.00000 97000.00| HMA PATCHING, TYPE C | | | 0012 306-08033 124060.000 SYS | 0.70000 86842.00| 0.70000 86842.00| MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,291.26 ROUTE : US 231 CALL ORDER : 430 CONTRACT ID : RS-28313-A COUNTIES : PUTNAM LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08034 6792.000 SYS | 1.10000 7471.20| 1.20000 8150.40| MILLING, ASPHALT, 1 1/2 IN. | | | 0014 306-08043 1333.000 SYS | 2.30000 3065.90| 1.45000 1932.85| MILLING, TRANSITION | | | 0015 306-08432 2943.000 SYS | 4.00000 11772.00| 1.90000 5591.70| MILLING, APPROACH | | | 0016 401-06264 LUMP | 2700.00000 2700.00| 4800.00000 4800.00| PROFILOGRAPH, HMA | | | 0017 401-07328 10749.000 TON | 48.00000 515952.00| 56.50000 607318.50| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0018 406-05520 33.600 TON | 290.00000 9744.00| 220.00000 7392.00| ASPHALT FOR TACK COAT | | | 0019 608-04395 11.000 TON | 150.00000 1650.00| 100.00000 1100.00| AGGREGATE FOR SHOULDER DRAINS | | | 0020 610-07488 782.000 TON | 88.00000 68816.00| 91.00000 71162.00| HMA FOR APPROACHES, TYPE C | | | 0021 612-04315 29.000 TON | 886.00000 25694.00| 886.00000 25694.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0022 612-05081 1.000 EACH | 3200.00000 3200.00| 3180.00000 3180.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0023 612-60410 481.000 EACH | 9.50000 4569.50| 9.50000 4569.50| DRILLED HOLE FOR UNDERSEAL | | | 0024 615-06505 1.000 EACH | 1000.00000 1000.00| 675.00000 675.00| MONUMENT, B | | | 0025 615-06510 1.000 EACH | 1000.00000 1000.00| 675.00000 675.00| MONUMENT, C | | | 0026 615-06525 6.000 EACH | 1150.00000 6900.00| 825.00000 4950.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0027 801-03290 4.000 EACH | 185.00000 740.00| 210.00000 840.00| CONSTRUCTION SIGN, C | | | 0028 801-06203 7300.000 LFT | 0.30000 2190.00| 0.30000 2190.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 7300.000 LFT | 1.20000 8760.00| 1.00000 7300.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 29.000 EACH | 165.00000 4785.00| 125.00000 3625.00| CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP | 39500.00000 39500.00| 24000.00000 24000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,291.26 ROUTE : US 231 CALL ORDER : 430 CONTRACT ID : RS-28313-A COUNTIES : PUTNAM LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 805-78470 3150.000 LFT | 0.30000 945.00| 0.30000 945.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0033 805-78795 2100.000 LFT | 5.50000 11550.00| 7.15000 15015.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0034 808-03631 1698.000 LFT | 2.00000 3396.00| 1.05000 1782.90| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0035 808-03632 1465.000 LFT | 2.00000 2930.00| 1.05000 1538.25| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0036 808-04896 59.000 LFT | 2.00000 118.00| 1.05000 61.95| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0037 808-06703 76196.000 LFT | 0.30000 22858.80| 0.25000 19049.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-06716 3222.000 LFT | 1.00000 3222.00| 0.85000 2738.70| LINE, REMOVE | | | 0039 808-75240 5715.000 LFT | 0.30000 1714.50| 0.25000 1428.75| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0040 808-75245 44721.000 LFT | 0.30000 13416.30| 0.25000 11180.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0041 808-75297 192.000 LFT | 4.00000 768.00| 5.25000 1008.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75996 809.000 EACH | 4.00000 3236.00| 4.65000 3761.85| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,052,789.20| $ 1,120,314.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,052,789.20| $ 1,120,314.60| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,492,144.35 ROUTE : SR 28 CALL ORDER : 440 CONTRACT ID : RS-28323-A COUNTIES : CLINTON LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/06 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 $ 1,383,132.20 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,433,600.67 103.6489% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,596,382.45 115.4179% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. 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 | 10000.00000 10000.00| 5700.00000 5700.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06906 10.000 MOS | 200.00000 2000.00| 90.00000 900.00| 140.00000 1400.00 CELLULAR SERVICE(SUPERVISOR) | | | 0003 105-06907 10.000 MOS | 200.00000 2000.00| 90.00000 900.00| 140.00000 1400.00 CELLULAR SERVICE(INSPECTOR) | | | 0004 105-07038 10.000 MOS | 1800.00000 18000.00| 1820.00000 18200.00| 1900.00000 19000.00 FIELD OFFICE, A | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 24000.00000 24000.00| 71000.00000 71000.00| 79800.00000 79800.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-06587 0.100 ACRE | 14000.00000 1400.00| 3950.00000 395.00| 17000.00000 1700.00 CLEARING AND GRUBBING | | | 0010 203-02000 1.000 CYS | 360.00000 360.00| 1616.00000 1616.00| 200.00000 200.00 EXCAVATION, COMMON | | | 0011 303-01180 270.000 TON | 20.00000 5400.00| 25.81000 6968.70| 65.00000 17550.00 COMPACTED AGGREGATE, NO. 53 | | | 0012 303-07449 1967.000 TON | 26.75000 52617.25| 26.50000 52125.50| 20.00000 39340.00 COMPACTED AGGREGATE, NO. 73 , SHOULDER | | | WEDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,492,144.35 ROUTE : SR 28 CALL ORDER : 440 CONTRACT ID : RS-28323-A COUNTIES : CLINTON LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07490 3556.000 TON | 67.10000 238607.60| 60.50000 215138.00| 70.00000 248920.00 HMA PATCHING, TYPE B | | | 0014 304-07493 81.000 TON | 66.15000 5358.15| 65.32500 5291.33| 77.00000 6237.00 WIDENING WITH HMA, TYPE B | | | 0015 306-08033 101531.000 SYS | 0.60000 60918.60| 0.50000 50765.50| 0.65000 65995.15 MILLING, ASPHALT, 1 IN. | | | 0016 306-08043 933.000 SYS | 5.90000 5504.70| 5.70000 5318.10| 2.50000 2332.50 MILLING, TRANSITION | | | 0017 306-08432 2390.000 SYS | 0.70000 1673.00| 0.50000 1195.00| 2.20000 5258.00 MILLING, APPROACH | | | 0018 401-06264 LUMP | 4600.00000 4600.00| 4200.00000 4200.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0019 401-07321 8538.000 TON | 42.70000 364572.60| 44.50000 379941.00| 48.00000 409824.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07356 8472.000 TON | 42.25000 357942.00| 44.50000 377004.00| 48.00000 406656.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0021 406-05520 50.100 TON | 216.00000 10821.60| 216.00000 10821.60| 290.00000 14529.00 ASPHALT FOR TACK COAT | | | 0022 605-02493 1.700 SYS | 620.00000 1054.00| 1100.00000 1870.00| 470.00000 799.00 CURB ISLAND, CONCRETE | | | 0023 605-06145 15.000 LFT | 70.00000 1050.00| 130.00000 1950.00| 124.00000 1860.00 CURB AND GUTTER, B, CONCRETE | | | 0024 608-04395 10.000 TON | 210.00000 2100.00| 288.00000 2880.00| 165.00000 1650.00 AGGREGATE FOR SHOULDER DRAINS | | | 0025 610-07487 132.000 TON | 83.75000 11055.00| 125.00000 16500.00| 184.00000 24288.00 HMA FOR APPROACHES, TYPE B | | | 0026 612-04315 130.000 TON | 801.00000 104130.00| 801.00000 104130.00| 801.00000 104130.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-05081 1.000 EACH | 3125.00000 3125.00| 3125.00000 3125.00| 3125.00000 3125.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0028 612-60410 2250.000 EACH | 7.20000 16200.00| 7.20000 16200.00| 7.20000 16200.00 DRILLED HOLE FOR UNDERSEAL | | | 0029 615-06505 12.000 EACH | 600.00000 7200.00| 875.00000 10500.00| 935.00000 11220.00 MONUMENT, B | | | 0030 615-06525 4.000 EACH | 620.00000 2480.00| 875.00000 3500.00| 1130.00000 4520.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0031 801-03290 3.000 EACH | 200.00000 600.00| 105.00000 315.00| 185.00000 555.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,492,144.35 ROUTE : SR 28 CALL ORDER : 440 CONTRACT ID : RS-28323-A COUNTIES : CLINTON LETTING DATE : 12/14/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 801-06203 4244.000 LFT | 0.25000 1061.00| 0.40000 1697.60| 0.30000 1273.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0033 801-06207 4244.000 LFT | 1.00000 4244.00| 1.20000 5092.80| 1.25000 5305.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06640 24.000 EACH | 150.00000 3600.00| 105.00000 2520.00| 165.00000 3960.00 CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP | 29400.00000 29400.00| 22600.00000 22600.00| 54600.00000 54600.00 MAINTAINING TRAFFIC | | | 0036 802-91122 1.000 EACH | 140.00000 140.00| 150.00000 150.00| 125.00000 125.00 SIGN, GROUND MOUNTED, RESET , R1-1 | | | 0037 804-04435 118.000 EACH | 8.90000 1050.20| 2.00000 236.00| 7.00000 826.00 DELINEATOR POST, REMOVE | | | 0038 804-06771 118.000 EACH | 26.00000 3068.00| 33.00000 3894.00| 26.50000 3127.00 DELINEATOR POST, FLEXIBLE | | | 0039 808-06703 81606.000 LFT | 0.25000 20401.50| 0.27000 22033.62| 0.30000 24481.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0040 808-75240 10576.000 LFT | 0.25000 2644.00| 0.27000 2855.52| 0.30000 3172.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0041 808-75245 760.000 LFT | 0.25000 190.00| 0.27000 205.20| 0.30000 228.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0042 808-75297 14.000 LFT | 10.00000 140.00| 30.00000 420.00| 10.00000 140.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75996 538.000 EACH | 4.50000 2421.00| 6.40000 3443.20| 4.00000 2152.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,383,132.20| $ 1,433,600.67| $ 1,596,382.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,383,132.20| $ 1,433,600.67| $ 1,596,382.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,924.98 ROUTE : 48 CALL ORDER : 450 CONTRACT ID : RS-28470-A COUNTIES : RIPLEY LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/08/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 761,910.45 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 799,150.28 104.8877% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( ) |O`MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1000.00000 6000.00| 1100.00000 6600.00| FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 10000.00000 10000.00| 15580.00000 15580.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 2500.000 TON | 14.00000 35000.00| 14.25000 35625.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 627.000 TON | 60.00000 37620.00| 65.00000 40755.00| HMA PATCHING, TYPE B | | | 0008 306-08042 147590.000 SYS | 0.25000 36897.50| 0.24000 35421.60| MILLING, SCARIFICATION/PROFILE | | | 0009 306-08043 8645.000 SYS | 0.50000 4322.50| 0.38000 3285.10| MILLING, TRANSITION | | | 0010 401-06264 LUMP | 3500.00000 3500.00| 1300.00000 1300.00| PROFILOGRAPH, HMA | | | 0011 401-07327 12176.000 TON | 37.50000 456600.00| 41.00000 499216.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0012 402-07451 500.000 TON | 50.00000 25000.00| 45.00000 22500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0013 406-05520 43.000 TON | 175.00000 7525.00| 205.00000 8815.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 896,924.98 ROUTE : 48 CALL ORDER : 450 CONTRACT ID : RS-28470-A COUNTIES : RIPLEY LETTING DATE : 12/14/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( ) |O`MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 610-07487 713.000 TON | 58.00000 41354.00| 60.00000 42780.00| HMA FOR APPROACHES, TYPE B | | | 0015 801-06203 14079.000 LFT | 0.10000 1407.90| 0.19000 2675.01| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 14079.000 LFT | 0.50000 7039.50| 0.40000 5631.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 39.000 EACH | 120.00000 4680.00| 120.00000 4680.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 30000.00000 30000.00| 21535.00000 21535.00| MAINTAINING TRAFFIC | | | 0019 808-06712 1141.000 LFT | 0.15000 171.15| 0.12000 136.92| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 112628.000 LFT | 0.10000 11262.80| 0.10000 11262.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 89856.000 LFT | 0.10000 8985.60| 0.10000 8985.60| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 148.000 LFT | 8.00000 1184.00| 7.00000 1036.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75996 1291.000 EACH | 6.00000 7746.00| 5.85000 7552.35| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 1291.000 EACH | 18.50000 23883.50| 17.30000 22334.30| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0025 808-97323 144.000 LFT | 12.00000 1728.00| 10.00000 1440.00| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 761,910.45| $ 799,150.28| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 761,910.45| $ 799,150.28| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 921,573.03 ROUTE : 4 CALL ORDER : 460 CONTRACT ID : RS-28480-A COUNTIES : LAPORTE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/25/06 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 $ 789,352.29 100.0000% 2 35-1120685 WALSH & KELLY INC $ 907,912.13 115.0199% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY 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 | 1750.00000 1750.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 106.00000 106.00| 200.00000 200.00| PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 106.00000 212.00| 200.00000 400.00| PHONE(INSPECTOR) | | | 0004 105-06906 6.000 MOS | 106.00000 636.00| 150.00000 900.00| CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 12.000 MOS | 106.00000 1272.00| 150.00000 1800.00| CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 12.000 MOS | 1530.00000 18360.00| 600.00000 7200.00| FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 29000.00000 29000.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 303-07449 1821.000 TON | 20.00000 36420.00| 20.00000 36420.00| COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 500.000 TON | 40.00000 20000.00| 90.00000 45000.00| HMA PATCHING, TYPE B | | | 0013 306-08033 77217.000 SYS | 0.48000 37064.16| 0.57000 44013.69| MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 921,573.03 ROUTE : 4 CALL ORDER : 460 CONTRACT ID : RS-28480-A COUNTIES : LAPORTE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08043 600.000 SYS | 1.15000 690.00| 4.00000 2400.00| MILLING, TRANSITION | | | 0015 401-06264 LUMP | 750.00000 750.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0016 401-07321 6830.000 TON | 39.00000 266370.00| 40.00000 273200.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0017 401-07356 7000.000 TON | 38.50000 269500.00| 40.00000 280000.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0018 406-05520 39.000 TON | 340.00000 13260.00| 350.00000 13650.00| ASPHALT FOR TACK COAT | | | 0019 610-07487 674.000 TON | 53.00000 35722.00| 80.00000 53920.00| HMA FOR APPROACHES, TYPE B | | | 0020 801-01093 4.000 EACH | 203.94000 815.76| 198.00000 792.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0021 801-06203 2317.000 LFT | 0.20000 463.40| 0.19000 440.23| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 2317.000 LFT | 1.01000 2340.17| 1.72000 3985.24| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 50.000 EACH | 74.16000 3708.00| 72.00000 3600.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 20000.00000 20000.00| 49000.00000 49000.00| MAINTAINING TRAFFIC | | | 0025 804-06771 100.000 EACH | 20.09000 2009.00| 19.50000 1950.00| DELINEATOR POST, FLEXIBLE | | | 0026 808-06713 68957.000 LFT | 0.10000 6895.70| 0.10000 6895.70| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-75240 5369.000 LFT | 0.42000 2254.98| 0.41000 2201.29| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-75245 21478.000 LFT | 0.27000 5799.06| 0.26000 5584.28| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75297 115.000 LFT | 5.54000 637.10| 5.38000 618.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75340 2.000 EACH | 255.44000 510.88| 248.00000 496.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/28/05 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 921,573.03 ROUTE : 4 CALL ORDER : 460 CONTRACT ID : RS-28480-A COUNTIES : LAPORTE LETTING DATE : 12/14/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 306-08432 2763.000 SYS | 1.36000 3757.68| 4.00000 11052.00| MILLING, APPROACH | | | 0032 808-75998 455.000 EACH | 19.88000 9045.40| 18.00000 8190.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 789,352.29| $ 907,912.13| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 789,352.29| $ 907,912.13| $ ====================================================================================================================================