INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/07 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. $ 5,635,522.32 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 5,718,727.55 101.4764% 3 35-0997978 PHEND & BROWN, INC. $ 5,963,481.55 105.8195% 4 35-1875662 CRIDER & CRIDER, INC. $ 6,549,500.30 116.2182% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 UTILITY RELOCATION | | | 0001 105-06845 LUMP | 36400.00000 36400.00| 100000.00000 100000.00| 78270.00000 78270.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 1350.00000 24300.00| 1375.00000 24750.00| 1500.00000 27000.00 FIELD OFFICE, A | | | 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 | 280000.00000 280000.00| 285000.00000 285000.00| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 112000.00000 112000.00| 30000.00000 30000.00| 210000.00000 210000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 3922.000 m2 | 5.30000 20786.60| 3.80000 14903.60| 10.80000 42357.60 PAVEMENT REMOVAL | | | 0009 202-02286 1.000 EACH | 85000.00000 85000.00| 85000.00000 85000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-03000 LUMP | 6400.00000 6400.00| 6400.00000 6400.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-03729 100.000 m | 60.00000 6000.00| 60.00000 6000.00| 60.00000 6000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0012 202-78515 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 1000.00000 1000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-96151 LUMP | 500.00000 500.00| 1500.00000 1500.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0014 203-02000 142813.000 m3 | 7.25000 1035394.25| 7.25000 1035394.25| 6.00000 856878.00 EXCAVATION, COMMON | | | 0015 205-06931 706.000 Mg | 7.00000 4942.00| 23.00000 16238.00| 42.00000 29652.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06936 161.000 Mg | 7.00000 1127.00| 23.00000 3703.00| 42.00000 6762.00 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 322.000 m | 5.20000 1674.40| 5.20000 1674.40| 5.20000 1674.40 TEMPORARY SILT FENCE | | | 0018 206-51220 253.000 m3 | 60.00000 15180.00| 60.00000 15180.00| 55.00000 13915.00 EXCAVATION, WET | | | 0019 207-08263 42500.000 m2 | 4.85000 206125.00| 4.85000 206125.00| 3.65000 155125.00 SUBGRADE TREATMENT, TYPE IA | | | 0020 210-07312 LUMP | 33875.00000 33875.00| 33875.00000 33875.00| 33875.00000 33875.00 WETLAND PLANTS | | | 0021 211-07454 2080.000 m3 | 27.00000 56160.00| 27.00000 56160.00| 18.00000 37440.00 STRUCTURE BACKFILL | | | 0022 213-52830 20.000 m3 | 100.00000 2000.00| 100.00000 2000.00| 125.00000 2500.00 FLOWABLE MORTAR | | | 0023 301-07448 13659.000 Mg | 16.00000 218544.00| 14.33000 195733.47| 13.25000 180981.75 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07490 51.000 Mg | 50.00000 2550.00| 61.35000 3128.85| 61.35000 3128.85 HMA PATCHING, TYPE B | | | 0025 306-08033 3075.000 m2 | 8.00000 24600.00| 3.59000 11039.25| 3.60000 11070.00 MILLING, ASPHALT, 25 mm | | | 0026 401-06264 LUMP | 5000.00000 5000.00| 2900.00000 2900.00| 2900.00000 2900.00 PROFILOGRAPH, HMA | | | 0027 401-07334 3754.000 Mg | 56.50000 212101.00| 44.65000 167616.10| 44.65000 167616.10 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0028 401-07403 7072.000 Mg | 38.10000 269443.20| 35.27000 249429.44| 35.30000 249641.60 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0029 401-07408 15781.000 Mg | 26.00000 410306.00| 31.51000 497259.31| 32.90000 519194.90 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 401-08338 8055.000 Mg | 26.00000 209430.00| 38.58000 310761.90| 40.25000 324213.75 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0031 402-07432 191.000 Mg | 80.00000 15280.00| 45.18000 8629.38| 47.20000 9015.20 HMA SURFACE, TYPE A | | | 0032 402-07435 331.000 Mg | 45.00000 14895.00| 36.49000 12078.19| 38.10000 12611.10 HMA INTERMEDIATE, TYPE A | | | 0033 402-07440 3254.000 Mg | 39.40000 128207.60| 32.48000 105689.92| 33.90000 110310.60 HMA BASE, TYPE A | | | 0034 404-05511 18074.000 m2 | 1.20000 21688.80| 1.30000 23496.20| 1.40000 25303.60 SEAL COAT, 2 | | | 0035 406-05520 47.000 Mg | 1.00000 47.00| 1.10000 51.70| 1.10000 51.70 ASPHALT FOR TACK COAT | | | 0036 601-01522 4.000 EACH | 1400.00000 5600.00| 1400.00000 5600.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-02103 56.000 m | 72.00000 4032.00| 72.00000 4032.00| 72.00000 4032.00 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0039 601-99105 38.000 m | 58.00000 2204.00| 58.00000 2204.00| 58.00000 2204.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 6.000 EACH | 20.00000 120.00| 7.00000 42.00| 10.00000 60.00 BARRIER DELINEATOR | | | 0041 605-06230 38.000 m | 118.00000 4484.00| 62.32000 2368.16| 62.30000 2367.40 CENTER CURB, C, CONCRETE, MODIFIED | | | 0042 605-06270 874.000 m2 | 110.00000 96140.00| 69.37000 60629.38| 81.53000 71257.22 CENTER CURB, C, CONCRETE, MODIFIED | | | 0043 609-06259 270.000 m2 | 75.00000 20250.00| 75.00000 20250.00| 75.00000 20250.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0044 610-07486 771.000 Mg | 40.00000 30840.00| 60.73000 46822.83| 63.40000 48881.40 HMA FOR APPROACHES, TYPE A | | | 0045 611-06497 7.000 EACH | 135.00000 945.00| 135.00000 945.00| 135.00000 945.00 MAILBOX ASSEMBLY, SINGLE | | | 0046 615-06505 6.000 EACH | 400.00000 2400.00| 400.00000 2400.00| 400.00000 2400.00 MONUMENT, B | | | 0047 615-06510 1.000 EACH | 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 MONUMENT, C | | | 0048 615-06527 3.000 EACH | 300.00000 900.00| 300.00000 900.00| 300.00000 900.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 616-02320 3965.000 m2 | 2.25000 8921.25| 2.25000 8921.25| 2.79000 11062.35 GEOTEXTILES | | | 0050 616-05688 620.000 Mg | 34.75000 21545.00| 34.75000 21545.00| 62.00000 38440.00 RIPRAP, CLASS 1 | | | 0051 616-05689 19.000 Mg | 34.75000 660.25| 34.75000 660.25| 84.00000 1596.00 RIPRAP, CLASS 2 | | | 0052 616-06405 400.000 Mg | 23.30000 9320.00| 23.30000 9320.00| 30.00000 12000.00 RIPRAP, REVETMENT | | | 0053 616-06451 1470.000 Mg | 25.30000 37191.00| 25.30000 37191.00| 28.00000 41160.00 RIPRAP, UNIFORM | | | 0054 621-01004 8.000 EACH | 500.00000 4000.00| 500.00000 4000.00| 500.00000 4000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02770 9000.000 m2 | 1.65000 14850.00| 1.65000 14850.00| 1.65000 14850.00 EROSION CONTROL BLANKET | | | 0056 621-06545 10.000 Mg | 548.00000 5480.00| 548.00000 5480.00| 548.00000 5480.00 FERTILIZER | | | 0057 621-06553 2070.000 kg | 5.77000 11943.90| 5.77000 11943.90| 5.77000 11943.90 SEED MIXTURE, R | | | 0058 621-06557 390.000 kg | 4.60000 1794.00| 4.60000 1794.00| 4.60000 1794.00 SEED MIXTURE, T | | | 0059 621-06565 49.000 Mg | 419.00000 20531.00| 419.00000 20531.00| 419.00000 20531.00 MULCHING MATERIAL | | | 0060 621-06567 635.000 kL | 5.00000 3175.00| 5.00000 3175.00| 5.00000 3175.00 WATER | | | 0061 621-06570 8665.000 m3 | 11.00000 95315.00| 11.00000 95315.00| 20.00000 173300.00 TOP SOIL | | | 0062 621-06575 35200.000 m2 | 3.99000 140448.00| 3.99000 140448.00| 3.00000 105600.00 SODDING, NURSERY | | | 0063 621-06748 9000.000 m2 | 0.38000 3420.00| 0.38000 3420.00| 0.38000 3420.00 SEEDING , SLOPE STABILIZATION | | | 0064 621-08460 1.000 EACH | 6200.00000 6200.00| 6200.00000 6200.00| 20000.00000 20000.00 WATER LEVEL CONTROL STRUCTURE | | | 0065 701-96089 261.000 m | 95.00000 24795.00| 95.00000 24795.00| 140.00000 36540.00 PILE, CONCRETE, STEEL SHELL ENCASED, 6. | | | 35 mm, 356 mm | | | 0066 701-98649 550.000 m | 150.00000 82500.00| 150.00000 82500.00| 300.00000 165000.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 702-04433 20.000 EACH | 50.00000 1000.00| 50.00000 1000.00| 100.00000 2000.00 FLOOR DRAIN, PVC, 150 mm | | | 0068 702-90915 32.000 m3 | 395.00000 12640.00| 395.00000 12640.00| 700.00000 22400.00 CONCRETE, A | | | 0069 703-51032 32931.000 kg | 1.65000 54336.15| 1.65000 54336.15| 2.00000 65862.00 REINFORCING STEEL, EPOXY COATED | | | 0070 704-51002 201.000 m3 | 777.00000 156177.00| 777.00000 156177.00| 660.00000 132660.00 CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-05732 4.000 EACH | 1400.00000 5600.00| 1400.00000 5600.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-99291 46.000 m | 275.00000 12650.00| 275.00000 12650.00| 150.00000 6900.00 RAILING, CONCRETE, C, 840 mm | | | 0073 709-51821 LUMP | 3200.00000 3200.00| 2900.00000 2900.00| 6000.00000 6000.00 SURFACE SEAL | | | 0074 715-03067 1.000 EACH | 270.00000 270.00| 270.00000 270.00| 400.00000 400.00 SOLID SLEEVE , 200 mm RESTRAINED JOINT | | | 0075 715-03067 2.000 EACH | 395.00000 790.00| 395.00000 790.00| 515.00000 1030.00 SOLID SLEEVE , 300 mm RESTRAINED JOINT | | | 0076 715-04836 1.000 EACH | 838.00000 838.00| 838.00000 838.00| 870.00000 870.00 GATE VALVE , 200 mm, RESILIENT SEAT AND | | | BOX | | | 0077 715-04836 4.000 EACH | 1496.00000 5984.00| 1496.00000 5984.00| 1800.00000 7200.00 GATE VALVE , 300 mm, RESILIENT SEAT AND | | | BOX | | | 0078 715-04963 LUMP | 20774.00000 20774.00| 20774.00000 20774.00| 4500.00000 4500.00 WATER MAIN , ADDER FOR ON GRADE | | | INSTALLATION | | | 0079 715-05048 6383.000 m | 6.00000 38298.00| 9.00000 57447.00| 12.00000 76596.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0080 715-05119 29.000 m | 75.40000 2186.60| 75.40000 2186.60| 100.00000 2900.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0082 715-05123 190.000 m | 134.00000 25460.00| 134.00000 25460.00| 125.00000 23750.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0083 715-05125 92.000 m | 237.00000 21804.00| 237.00000 21804.00| 320.00000 29440.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0084 715-05169 196.000 m | 60.00000 11760.00| 93.00000 18228.00| 100.00000 19600.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0085 715-05243 68.000 m | 528.00000 35904.00| 528.00000 35904.00| 500.00000 34000.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.95 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 715-05257 151.000 m | 1100.00000 166100.00| 1100.00000 166100.00| 1000.00000 151000.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.30 | | | m2 | | | 0087 715-07790 8.000 EACH | 1756.00000 14048.00| 1756.00000 14048.00| 3000.00000 24000.00 CONCRETE ANCHOR, MIN. AREA 2.30 m2 | | | 0088 715-07791 4.000 EACH | 1249.00000 4996.00| 1249.00000 4996.00| 2500.00000 10000.00 CONCRETE ANCHOR, MIN. AREA 0.95 m2 | | | 0089 715-07793 3.000 EACH | 2565.00000 7695.00| 2565.00000 7695.00| 1800.00000 5400.00 AIR RELEASE STRUCTURE | | | 0090 715-07794 5.000 EACH | 2723.00000 13615.00| 2723.00000 13615.00| 1000.00000 5000.00 WATER MAIN CONNECTIONS , EXCLUDING | | | TAPPING SLEEVE AND VALVE | | | 0091 715-08250 1805.000 m | 105.00000 189525.00| 105.00000 189525.00| 125.00000 225625.00 PIPE, DUCTILE IRON, 300 mm , CLASS 350, | | | POLYWRAPPED, ALL DEPTHS | | | 0092 715-46005 28.000 EACH | 244.00000 6832.00| 244.00000 6832.00| 400.00000 11200.00 PIPE END SECTION, 375 mm | | | 0093 715-46010 1.000 EACH | 330.00000 330.00| 330.00000 330.00| 550.00000 550.00 PIPE END SECTION, 450 mm | | | 0094 715-46020 9.000 EACH | 248.00000 2232.00| 248.00000 2232.00| 600.00000 5400.00 PIPE END SECTION, 600 mm | | | 0095 715-97544 25.000 m | 119.00000 2975.00| 119.00000 2975.00| 150.00000 3750.00 PIPE, DUCTILE IRON, 200 mm , CLASS 350, | | | POLYWRAPPED, ALL DEPTHS | | | 0096 716-07632 26.000 m | 650.00000 16900.00| 650.00000 16900.00| 3000.00000 78000.00 PIPE INSTALLATION, TRENCHLESS, 450 mm | | | STEEL CASING WITH 200 mm DIP CARRIER | | | 0097 716-07633 23.000 m | 811.00000 18653.00| 811.00000 18653.00| 3100.00000 71300.00 PIPE INSTALLATION, TRENCHLESS, 600 mm | | | STELL CASING WITH 300 mm DIP CARRIER | | | 0098 718-06531 60.000 EACH | 400.00000 24000.00| 540.00000 32400.00| 600.00000 36000.00 OUTLET PROTECTOR, 3 | | | 0099 718-52610 1226.000 m3 | 33.35000 40887.10| 22.25000 27278.50| 21.00000 25746.00 AGGREGATE FOR UNDERDRAINS | | | 0101 720-44000 14.000 EACH | 300.00000 4200.00| 300.00000 4200.00| 500.00000 7000.00 CASTING, ADJUST TO GRADE | | | 0102 720-45030 1.000 EACH | 1345.00000 1345.00| 1345.00000 1345.00| 1200.00000 1200.00 INLET, E7 | | | 0103 720-45035 2.000 EACH | 1345.00000 2690.00| 1345.00000 2690.00| 1200.00000 2400.00 INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 720-45510 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 3000.00000 3000.00 MANHOLE, C4, MODIFIED | | | 0105 720-45605 1.000 m | 720.00000 720.00| 720.00000 720.00| 3000.00000 3000.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0106 720-95422 1.000 EACH | 4581.00000 4581.00| 4581.00000 4581.00| 7500.00000 7500.00 MANHOLE, J4 | | | 0107 720-96999 12.000 EACH | 2915.00000 34980.00| 2915.00000 34980.00| 3000.00000 36000.00 FIRE HYDRANT ASSEMBLY , TYPE 1 ON 300 | | | mm TEE | | | 0108 720-96999 1.000 EACH | 3515.00000 3515.00| 3515.00000 3515.00| 3000.00000 3000.00 FIRE HYDRANT ASSEMBLY , TYPE 1 ON 400 | | | mm TEE | | | 0109 720-96999 1.000 EACH | 2817.00000 2817.00| 2817.00000 2817.00| 3000.00000 3000.00 FIRE HYDRANT ASSEMBLY , TYPE 1ON 200 mm | | | TEE | | | 0110 801-04308 6.000 EACH | 275.00000 1650.00| 275.00000 1650.00| 447.00000 2682.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06211 13.000 EACH | 65.00000 845.00| 65.00000 845.00| 90.00000 1170.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0113 801-06625 34.000 EACH | 65.00000 2210.00| 65.00000 2210.00| 92.00000 3128.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0114 801-06640 89.000 EACH | 225.00000 20025.00| 225.00000 20025.00| 176.00000 15664.00 CONSTRUCTION SIGN, A | | | 0115 801-06645 15.000 EACH | 55.00000 825.00| 55.00000 825.00| 127.00000 1905.00 CONSTRUCTION SIGN, B | | | 0116 801-06710 60.000 DAY | 15.00000 900.00| 15.00000 900.00| 20.00000 1200.00 FLASHING ARROW SIGN | | | 0117 801-06775 LUMP | 98600.00000 98600.00| 127400.00000 127400.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0118 801-07119 119.000 m | 42.00000 4998.00| 42.00000 4998.00| 57.45000 6836.55 BARRICADE, III-B | | | 0119 802-05701 130.000 m | 30.00000 3900.00| 75.00000 9750.00| 30.00000 3900.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0120 802-07125 1.000 m2 | 310.00000 310.00| 210.00000 210.00| 310.00000 310.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | 0121 802-07127 1.000 m2 | 360.00000 360.00| 210.00000 210.00| 360.00000 360.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.54 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 802-76025 26.000 m2 | 118.50000 3081.00| 100.00000 2600.00| 118.50000 3081.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0123 802-76035 11.000 m2 | 126.20000 1388.20| 110.00000 1210.00| 126.20000 1388.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0124 802-76045 2.000 m2 | 158.60000 317.20| 130.00000 260.00| 158.60000 317.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0125 805-01815 8.000 EACH | 1750.00000 14000.00| 1400.00000 11200.00| 1750.00000 14000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0126 805-01879 2.000 EACH | 450.00000 900.00| 475.00000 950.00| 450.00000 900.00 SIGNAL SERVICE | | | 0127 805-06592 160.000 m | 34.00000 5440.00| 49.00000 7840.00| 34.00000 5440.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0128 805-78100 2.000 EACH | 10950.00000 21900.00| 10000.00000 20000.00| 10950.00000 21900.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0129 805-78205 12.000 EACH | 710.00000 8520.00| 645.00000 7740.00| 710.00000 8520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0130 805-78230 6.000 EACH | 1200.00000 7200.00| 1025.00000 6150.00| 1200.00000 7200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0131 805-78415 8.000 EACH | 1450.00000 11600.00| 1500.00000 12000.00| 1450.00000 11600.00 SPAN, CATENARY, AND TETHER | | | 0132 805-78420 8.000 EACH | 320.00000 2560.00| 180.00000 1440.00| 320.00000 2560.00 DISCONNECT HANGER | | | 0133 805-78467 63.000 m | 5.50000 346.50| 475.00000 29925.00| 5.50000 346.50 SIGNAL CABLE, 3C 8GA. | | | 0134 805-78470 1608.000 m | 0.60000 964.80| 0.85000 1366.80| 0.60000 964.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0135 805-78485 200.000 m | 4.40000 880.00| 3.28000 656.00| 4.40000 880.00 SIGNAL CABLE, 5C 14GA. | | | 0136 805-78490 434.000 m | 4.80000 2083.20| 3.61000 1566.74| 4.80000 2083.20 SIGNAL CABLE, 7C 14GA. | | | 0137 805-78510 1509.000 m | 4.40000 6639.60| 2.50000 3772.50| 4.40000 6639.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0138 805-78785 18.000 EACH | 550.00000 9900.00| 490.00000 8820.00| 550.00000 9900.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 805-78790 5.000 EACH | 2500.00000 12500.00| 225.00000 1125.00| 945.06000 4725.30 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | | 0140 805-78795 574.000 m | 24.00000 13776.00| 30.00000 17220.00| 25.20000 14464.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0141 805-78925 2.000 EACH | 550.00000 1100.00| 450.00000 900.00| 577.54000 1155.08 CONTROLLER CABINET FOUNDATION, P1 | | | 0142 805-81060 8.000 EACH | 3950.00000 31600.00| 3500.00000 28000.00| 4147.76000 33182.08 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0143 807-02191 3.000 EACH | 750.00000 2250.00| 600.00000 1800.00| 787.55000 2362.65 HANDHOLE, LIGHTING | | | 0144 807-02193 23.000 EACH | 720.00000 16560.00| 700.00000 16100.00| 756.05000 17389.15 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0145 807-02783 6.000 EACH | 650.00000 3900.00| 600.00000 3600.00| 682.54000 4095.24 LUMINAIRE MAST ARM, 4.6 m | | | 0146 807-04112 1725.000 m | 0.50000 862.50| 0.35000 603.75| 0.53000 914.25 WIRE, XHHW, NO. 10 | | | 0147 807-07580 1888.000 m | 16.20000 30585.60| 18.00000 33984.00| 17.01000 32114.88 WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0148 807-84762 23.000 EACH | 1620.00000 37260.00| 1300.00000 29900.00| 1701.11000 39125.53 LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0149 807-86615 6.000 EACH | 210.00000 1260.00| 230.00000 1380.00| 220.51000 1323.06 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0150 807-86620 23.000 EACH | 210.00000 4830.00| 230.00000 5290.00| 220.51000 5071.73 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0151 807-86810 3.000 EACH | 4150.00000 12450.00| 3100.00000 9300.00| 4357.77000 13073.31 SERVICE POINT, II | | | 0152 807-86910 29.000 EACH | 25.00000 725.00| 15.00000 435.00| 26.25000 761.25 CONNECTOR KIT, UNFUSED | | | 0153 807-86915 29.000 EACH | 26.00000 754.00| 35.00000 1015.00| 27.30000 791.70 CONNECTOR KIT, FUSED | | | 0154 807-86920 65.000 EACH | 15.30000 994.50| 20.00000 1300.00| 16.07000 1044.55 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0155 807-86925 12.000 EACH | 23.50000 282.00| 30.00000 360.00| 24.68000 296.16 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0156 807-95709 3.000 EACH | 40.00000 120.00| 30.00000 90.00| 42.00000 126.00 PHOTOCELLS | | | 0157 808-06714 1000.000 m | 1.87000 1870.00| 1.87000 1870.00| 0.74000 740.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0158 808-06716 2250.000 m | 0.82000 1845.00| 0.82000 1845.00| 1.13000 2542.50 LINE, REMOVE | | | 0159 808-75043 7591.000 m | 1.34000 10171.94| 1.34000 10171.94| 1.37000 10399.67 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0160 808-75247 5316.000 m | 1.34000 7123.44| 1.34000 7123.44| 1.37000 7282.92 LINE, THERMOPLASTIC, SOLID, YELLOW, 150 | | | mm | | | 0161 808-75297 113.000 m | 12.10000 1367.30| 12.10000 1367.30| 11.24000 1270.12 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0162 808-75320 17.000 EACH | 60.00000 1020.00| 60.00000 1020.00| 56.70000 963.90 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0163 808-75325 17.000 EACH | 85.00000 1445.00| 85.00000 1445.00| 80.86000 1374.62 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0164 808-75998 207.000 EACH | 30.00000 6210.00| 30.00000 6210.00| 18.90000 3912.30 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0165 808-92027 1823.000 m | 1.77000 3226.71| 1.77000 3226.71| 3.78000 6890.94 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0166 808-96016 361.000 m | 6.05000 2184.05| 6.05000 2184.05| 5.62000 2028.82 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0167 808-96075 252.000 m | 1.34000 337.68| 1.34000 337.68| 1.37000 345.24 LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | 0168 808-99176 87.000 m | 12.10000 1052.70| 12.10000 1052.70| 11.24000 977.88 LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | 0169 601-94689 3.000 EACH | 2500.00000 7500.00| 2500.00000 7500.00| 2415.15000 7245.45 GUARDRAIL END TREATMENT, OS | | | 0170 715-05152 120.000 m | 83.00000 9960.00| 83.00000 9960.00| 94.85000 11382.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0171 801-06207 8625.000 m | 2.98000 25702.50| 2.98000 25702.50| 2.74000 23632.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0172 402-07453 302.000 Mg | 106.00000 32012.00| 110.23000 33289.46| 44.74000 13511.48 HMA FOR TEMPORARY PAVEMENT | | | 0173 601-01846 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00| 1785.11000 1785.11 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0174 807-86935 16.000 EACH | 13.80000 220.80| 20.00000 320.00| 14.49000 231.84 INSULATING LINK, WATERPROOFED | | | 0175 807-86930 64.000 EACH | 12.00000 768.00| 15.00000 960.00| 12.60000 806.40 INSULATION LINK, NONWATERPROOFED | | | 0176 808-74804 114.000 m | 15.00000 1710.00| 15.00000 1710.00| 15.49000 1765.86 LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0177 808-96074 76.000 m | 15.00000 1140.00| 15.00000 1140.00| 15.49000 1177.24 LINE, EPOXY, SOLID, YELLOW, 150 mm | | | 0178 808-74808 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 262.52000 262.52 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0179 805-01842 21.000 EACH | 780.00000 16380.00| 600.00000 12600.00| 819.05000 17200.05 HANDHOLE, SIGNAL | | | SECTION TOTALS | $ 5,635,522.32| $ 5,718,727.55| $ 5,963,481.55 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,635,522.32| $ 5,718,727.55| $ 5,963,481.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 UTILITY RELOCATION | | | 0001 105-06845 LUMP | 100000.00000 100000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 1500.00000 27000.00| | FIELD OFFICE, A | | | 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 | 325000.00000 325000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0008 202-02240 3922.000 m2 | 10.00000 39220.00| | PAVEMENT REMOVAL | | | 0009 202-02286 1.000 EACH | 10000.00000 10000.00| | PRESENT STRUCTURE, REMOVE | | | 0010 202-03000 LUMP | 5000.00000 5000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0011 202-03729 100.000 m | 50.00000 5000.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0012 202-78515 LUMP | 1700.00000 1700.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-96151 LUMP | 1700.00000 1700.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0014 203-02000 142813.000 m3 | 12.25000 1749459.25| | EXCAVATION, COMMON | | | 0015 205-06931 706.000 Mg | 25.00000 17650.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06936 161.000 Mg | 30.00000 4830.00| | TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 322.000 m | 6.00000 1932.00| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 206-51220 253.000 m3 | 17.00000 4301.00| | EXCAVATION, WET | | | 0019 207-08263 42500.000 m2 | 4.00000 170000.00| | SUBGRADE TREATMENT, TYPE IA | | | 0020 210-07312 LUMP | 35000.00000 35000.00| | WETLAND PLANTS | | | 0021 211-07454 2080.000 m3 | 25.00000 52000.00| | STRUCTURE BACKFILL | | | 0022 213-52830 20.000 m3 | 60.00000 1200.00| | FLOWABLE MORTAR | | | 0023 301-07448 13659.000 Mg | 14.00000 191226.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07490 51.000 Mg | 65.00000 3315.00| | HMA PATCHING, TYPE B | | | 0025 306-08033 3075.000 m2 | 4.00000 12300.00| | MILLING, ASPHALT, 25 mm | | | 0026 401-06264 LUMP | 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0027 401-07334 3754.000 Mg | 47.00000 176438.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0028 401-07403 7072.000 Mg | 37.00000 261664.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0029 401-07408 15781.000 Mg | 35.00000 552335.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0030 401-08338 8055.000 Mg | 42.00000 338310.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0031 402-07432 191.000 Mg | 50.00000 9550.00| | HMA SURFACE, TYPE A | | | 0032 402-07435 331.000 Mg | 40.00000 13240.00| | HMA INTERMEDIATE, TYPE A | | | 0033 402-07440 3254.000 Mg | 36.00000 117144.00| | HMA BASE, TYPE A | | | 0034 404-05511 18074.000 m2 | 1.45000 26207.30| | SEAL COAT, 2 | | | 0035 406-05520 47.000 Mg | 1.15000 54.05| | ASPHALT FOR TACK COAT | | | 0036 601-01522 4.000 EACH | 2100.00000 8400.00| | GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 601-02103 56.000 m | 62.00000 3472.00| | GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0039 601-99105 38.000 m | 52.00000 1976.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 6.000 EACH | 8.00000 48.00| | BARRIER DELINEATOR | | | 0041 605-06230 38.000 m | 60.00000 2280.00| | CENTER CURB, C, CONCRETE, MODIFIED | | | 0042 605-06270 874.000 m2 | 70.00000 61180.00| | CENTER CURB, C, CONCRETE, MODIFIED | | | 0043 609-06259 270.000 m2 | 90.00000 24300.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0044 610-07486 771.000 Mg | 67.00000 51657.00| | HMA FOR APPROACHES, TYPE A | | | 0045 611-06497 7.000 EACH | 188.00000 1316.00| | MAILBOX ASSEMBLY, SINGLE | | | 0046 615-06505 6.000 EACH | 550.00000 3300.00| | MONUMENT, B | | | 0047 615-06510 1.000 EACH | 475.00000 475.00| | MONUMENT, C | | | 0048 615-06527 3.000 EACH | 500.00000 1500.00| | MONUMENT, SECTION CORNER | | | 0049 616-02320 3965.000 m2 | 2.50000 9912.50| | GEOTEXTILES | | | 0050 616-05688 620.000 Mg | 32.00000 19840.00| | RIPRAP, CLASS 1 | | | 0051 616-05689 19.000 Mg | 30.00000 570.00| | RIPRAP, CLASS 2 | | | 0052 616-06405 400.000 Mg | 19.00000 7600.00| | RIPRAP, REVETMENT | | | 0053 616-06451 1470.000 Mg | 16.00000 23520.00| | RIPRAP, UNIFORM | | | 0054 621-01004 8.000 EACH | 525.00000 4200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-02770 9000.000 m2 | 1.80000 16200.00| | EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 621-06545 10.000 Mg | 575.00000 5750.00| | FERTILIZER | | | 0057 621-06553 2070.000 kg | 6.10000 12627.00| | SEED MIXTURE, R | | | 0058 621-06557 390.000 kg | 5.00000 1950.00| | SEED MIXTURE, T | | | 0059 621-06565 49.000 Mg | 440.00000 21560.00| | MULCHING MATERIAL | | | 0060 621-06567 635.000 kL | 5.25000 3333.75| | WATER | | | 0061 621-06570 8665.000 m3 | 3.00000 25995.00| | TOP SOIL | | | 0062 621-06575 35200.000 m2 | 3.15000 110880.00| | SODDING, NURSERY | | | 0063 621-06748 9000.000 m2 | 0.40000 3600.00| | SEEDING , SLOPE STABILIZATION | | | 0064 621-08460 1.000 EACH | 6500.00000 6500.00| | WATER LEVEL CONTROL STRUCTURE | | | 0065 701-96089 261.000 m | 225.00000 58725.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 6. | | | 35 mm, 356 mm | | | 0066 701-98649 550.000 m | 260.00000 143000.00| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0067 702-04433 20.000 EACH | 60.00000 1200.00| | FLOOR DRAIN, PVC, 150 mm | | | 0068 702-90915 32.000 m3 | 500.00000 16000.00| | CONCRETE, A | | | 0069 703-51032 32931.000 kg | 3.00000 98793.00| | REINFORCING STEEL, EPOXY COATED | | | 0070 704-51002 201.000 m3 | 750.00000 150750.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-05732 4.000 EACH | 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-99291 46.000 m | 160.00000 7360.00| | RAILING, CONCRETE, C, 840 mm | | | 0073 709-51821 LUMP | 2500.00000 2500.00| | SURFACE SEAL | | | 0074 715-03067 1.000 EACH | 250.00000 250.00| | SOLID SLEEVE , 200 mm RESTRAINED JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 715-03067 2.000 EACH | 350.00000 700.00| | SOLID SLEEVE , 300 mm RESTRAINED JOINT | | | 0076 715-04836 1.000 EACH | 2000.00000 2000.00| | GATE VALVE , 200 mm, RESILIENT SEAT AND | | | BOX | | | 0077 715-04836 4.000 EACH | 2000.00000 8000.00| | GATE VALVE , 300 mm, RESILIENT SEAT AND | | | BOX | | | 0078 715-04963 LUMP | 5000.00000 5000.00| | WATER MAIN , ADDER FOR ON GRADE | | | INSTALLATION | | | 0079 715-05048 6383.000 m | 7.00000 44681.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0080 715-05119 29.000 m | 87.00000 2523.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0082 715-05123 190.000 m | 115.00000 21850.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0083 715-05125 92.000 m | 155.00000 14260.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0084 715-05169 196.000 m | 88.00000 17248.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0085 715-05243 68.000 m | 400.00000 27200.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0086 715-05257 151.000 m | 1000.00000 151000.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 2.30 | | | m2 | | | 0087 715-07790 8.000 EACH | 2500.00000 20000.00| | CONCRETE ANCHOR, MIN. AREA 2.30 m2 | | | 0088 715-07791 4.000 EACH | 1500.00000 6000.00| | CONCRETE ANCHOR, MIN. AREA 0.95 m2 | | | 0089 715-07793 3.000 EACH | 3500.00000 10500.00| | AIR RELEASE STRUCTURE | | | 0090 715-07794 5.000 EACH | 5000.00000 25000.00| | WATER MAIN CONNECTIONS , EXCLUDING | | | TAPPING SLEEVE AND VALVE | | | 0091 715-08250 1805.000 m | 115.00000 207575.00| | PIPE, DUCTILE IRON, 300 mm , CLASS 350, | | | POLYWRAPPED, ALL DEPTHS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 715-46005 28.000 EACH | 215.00000 6020.00| | PIPE END SECTION, 375 mm | | | 0093 715-46010 1.000 EACH | 300.00000 300.00| | PIPE END SECTION, 450 mm | | | 0094 715-46020 9.000 EACH | 450.00000 4050.00| | PIPE END SECTION, 600 mm | | | 0095 715-97544 25.000 m | 90.00000 2250.00| | PIPE, DUCTILE IRON, 200 mm , CLASS 350, | | | POLYWRAPPED, ALL DEPTHS | | | 0096 716-07632 26.000 m | 1100.00000 28600.00| | PIPE INSTALLATION, TRENCHLESS, 450 mm | | | STEEL CASING WITH 200 mm DIP CARRIER | | | 0097 716-07633 23.000 m | 1000.00000 23000.00| | PIPE INSTALLATION, TRENCHLESS, 600 mm | | | STELL CASING WITH 300 mm DIP CARRIER | | | 0098 718-06531 60.000 EACH | 500.00000 30000.00| | OUTLET PROTECTOR, 3 | | | 0099 718-52610 1226.000 m3 | 40.00000 49040.00| | AGGREGATE FOR UNDERDRAINS | | | 0101 720-44000 14.000 EACH | 350.00000 4900.00| | CASTING, ADJUST TO GRADE | | | 0102 720-45030 1.000 EACH | 2200.00000 2200.00| | INLET, E7 | | | 0103 720-45035 2.000 EACH | 2200.00000 4400.00| | INLET, F7 | | | 0104 720-45510 1.000 EACH | 2300.00000 2300.00| | MANHOLE, C4, MODIFIED | | | 0105 720-45605 1.000 m | 700.00000 700.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0106 720-95422 1.000 EACH | 2900.00000 2900.00| | MANHOLE, J4 | | | 0107 720-96999 12.000 EACH | 2600.00000 31200.00| | FIRE HYDRANT ASSEMBLY , TYPE 1 ON 300 | | | mm TEE | | | 0108 720-96999 1.000 EACH | 2900.00000 2900.00| | FIRE HYDRANT ASSEMBLY , TYPE 1 ON 400 | | | mm TEE | | | 0109 720-96999 1.000 EACH | 2900.00000 2900.00| | FIRE HYDRANT ASSEMBLY , TYPE 1ON 200 mm | | | TEE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 801-04308 6.000 EACH | 300.00000 1800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06211 13.000 EACH | 68.00000 884.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0113 801-06625 34.000 EACH | 68.00000 2312.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0114 801-06640 89.000 EACH | 235.00000 20915.00| | CONSTRUCTION SIGN, A | | | 0115 801-06645 15.000 EACH | 60.00000 900.00| | CONSTRUCTION SIGN, B | | | 0116 801-06710 60.000 DAY | 16.00000 960.00| | FLASHING ARROW SIGN | | | 0117 801-06775 LUMP | 100000.00000 100000.00| | MAINTAINING TRAFFIC | | | 0118 801-07119 119.000 m | 44.00000 5236.00| | BARRICADE, III-B | | | 0119 802-05701 130.000 m | 78.00000 10140.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0120 802-07125 1.000 m2 | 220.00000 220.00| | SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | 0121 802-07127 1.000 m2 | 220.00000 220.00| | SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.54 mm | | | 0122 802-76025 26.000 m2 | 105.00000 2730.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0123 802-76035 11.000 m2 | 116.00000 1276.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0124 802-76045 2.000 m2 | 137.00000 274.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0125 805-01815 8.000 EACH | 1500.00000 12000.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0126 805-01879 2.000 EACH | 500.00000 1000.00| | SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 805-06592 160.000 m | 52.00000 8320.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0128 805-78100 2.000 EACH | 10500.00000 21000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0129 805-78205 12.000 EACH | 675.00000 8100.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0130 805-78230 6.000 EACH | 1075.00000 6450.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0131 805-78415 8.000 EACH | 1575.00000 12600.00| | SPAN, CATENARY, AND TETHER | | | 0132 805-78420 8.000 EACH | 190.00000 1520.00| | DISCONNECT HANGER | | | 0133 805-78467 63.000 m | 5.00000 315.00| | SIGNAL CABLE, 3C 8GA. | | | 0134 805-78470 1608.000 m | 0.90000 1447.20| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0135 805-78485 200.000 m | 3.45000 690.00| | SIGNAL CABLE, 5C 14GA. | | | 0136 805-78490 434.000 m | 3.80000 1649.20| | SIGNAL CABLE, 7C 14GA. | | | 0137 805-78510 1509.000 m | 2.60000 3923.40| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0138 805-78785 18.000 EACH | 515.00000 9270.00| | SIGNAL DETECTOR HOUSING | | | 0139 805-78790 5.000 EACH | 235.00000 1175.00| | LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | | 0140 805-78795 574.000 m | 32.00000 18368.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0141 805-78925 2.000 EACH | 475.00000 950.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0142 805-81060 8.000 EACH | 3700.00000 29600.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0143 807-02191 3.000 EACH | 629.00000 1887.00| | HANDHOLE, LIGHTING | | | 0144 807-02193 23.000 EACH | 740.00000 17020.00| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0145 807-02783 6.000 EACH | 665.00000 3990.00| | LUMINAIRE MAST ARM, 4.6 m | | | 0146 807-04112 1725.000 m | 0.37000 638.25| | WIRE, XHHW, NO. 10 | | | 0147 807-07580 1888.000 m | 19.00000 35872.00| | WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0148 807-84762 23.000 EACH | 1365.00000 31395.00| | LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0149 807-86615 6.000 EACH | 240.00000 1440.00| | LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0150 807-86620 23.000 EACH | 240.00000 5520.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0151 807-86810 3.000 EACH | 3250.00000 9750.00| | SERVICE POINT, II | | | 0152 807-86910 29.000 EACH | 16.00000 464.00| | CONNECTOR KIT, UNFUSED | | | 0153 807-86915 29.000 EACH | 37.00000 1073.00| | CONNECTOR KIT, FUSED | | | 0154 807-86920 65.000 EACH | 21.00000 1365.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0155 807-86925 12.000 EACH | 32.00000 384.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0156 807-95709 3.000 EACH | 32.00000 96.00| | PHOTOCELLS | | | 0157 808-06714 1000.000 m | 2.00000 2000.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0158 808-06716 2250.000 m | 0.90000 2025.00| | LINE, REMOVE | | | 0159 808-75043 7591.000 m | 1.40000 10627.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0160 808-75247 5316.000 m | 1.40000 7442.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, 150 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 808-75297 113.000 m | 12.70000 1435.10| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0162 808-75320 17.000 EACH | 63.00000 1071.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0163 808-75325 17.000 EACH | 68.00000 1156.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0164 808-75998 207.000 EACH | 32.00000 6624.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0165 808-92027 1823.000 m | 1.90000 3463.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0166 808-96016 361.000 m | 6.35000 2292.35| | LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0167 808-96075 252.000 m | 1.40000 352.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | 0168 808-99176 87.000 m | 12.70000 1104.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | 0169 601-94689 3.000 EACH | 2500.00000 7500.00| | GUARDRAIL END TREATMENT, OS | | | 0170 715-05152 120.000 m | 86.00000 10320.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0171 801-06207 8625.000 m | 3.15000 27168.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0172 402-07453 302.000 Mg | 45.00000 13590.00| | HMA FOR TEMPORARY PAVEMENT | | | 0173 601-01846 1.000 EACH | 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0174 807-86935 16.000 EACH | 21.00000 336.00| | INSULATING LINK, WATERPROOFED | | | 0175 807-86930 64.000 EACH | 16.00000 1024.00| | INSULATION LINK, NONWATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 130 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,628,222.22 ROUTE : CALL ORDER : 130 CONTRACT ID : R -26801-A COUNTIES : ALLEN LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0176 808-74804 114.000 m | 16.00000 1824.00| | LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0177 808-96074 76.000 m | 16.00000 1216.00| | LINE, EPOXY, SOLID, YELLOW, 150 mm | | | 0178 808-74808 1.000 EACH | 262.00000 262.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0179 805-01842 21.000 EACH | 630.00000 13230.00| | HANDHOLE, SIGNAL | | | SECTION TOTALS | $ 6,549,500.30| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,549,500.30| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 633,457.99 ROUTE : 19 CALL ORDER : 170 CONTRACT ID : R -27373-A COUNTIES : ELKHART LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE 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 35-1139301 E & B PAVING, INC. $ 599,588.03 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 599,925.22 100.0562% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 603,839.19 100.7090% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 629,995.00 105.0713% 5 35-1185040 NIBLOCK EXCAVATING, INC. $ 649,957.90 108.4007% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1065659 |E & B PAVING, INC. |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 9500.00000 9500.00| 16000.00000 16000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1800.00000 14400.00| 1700.00000 13600.00| 1380.00000 11040.00 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 | 30000.00000 30000.00| 29800.00000 29800.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 10500.00000 10500.00| 5900.00000 5900.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 498.000 m2 | 9.50000 4731.00| 13.00000 6474.00| 9.30000 4631.40 PAVEMENT REMOVAL | | | 0009 203-02000 4113.000 m3 | 11.20000 46065.60| 16.00000 65808.00| 15.30000 62928.90 EXCAVATION, COMMON | | | 0010 205-06931 173.000 Mg | 60.00000 10380.00| 30.00000 5190.00| 50.00000 8650.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 213.000 m | 5.88000 1252.44| 8.00000 1704.00| 5.88000 1252.44 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 633,457.99 ROUTE : 19 CALL ORDER : 170 CONTRACT ID : R -27373-A COUNTIES : ELKHART LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1065659 |E & B PAVING, INC. |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 207-08263 3981.000 m2 | 11.50000 45781.50| 15.00000 59715.00| 10.00000 39810.00 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-07454 19.000 m3 | 51.00000 969.00| 25.00000 475.00| 15.70000 298.30 STRUCTURE BACKFILL | | | 0014 301-07448 1103.000 Mg | 35.00000 38605.00| 35.00000 38605.00| 16.00000 17648.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-07449 3.000 Mg | 28.00000 84.00| 35.00000 105.00| 200.00000 600.00 COMPACTED AGGREGATE, NO. 73 , LIMESTONE | | | 0016 306-08036 4500.000 m2 | 2.50000 11250.00| 1.50000 6750.00| 2.30000 10350.00 MILLING, ASPHALT, 50 mm | | | 0017 401-06264 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0018 401-07334 831.000 Mg | 72.00000 59832.00| 63.00000 52353.00| 62.60000 52020.60 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0019 401-07403 1015.000 Mg | 55.00000 55825.00| 57.00000 57855.00| 60.30000 61204.50 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0020 401-07408 2910.000 Mg | 40.00000 116400.00| 46.00000 133860.00| 47.20000 137352.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0021 406-05520 8.000 Mg | 10.00000 80.00| 220.00000 1760.00| 220.00000 1760.00 ASPHALT FOR TACK COAT | | | 0022 605-06120 10.000 m | 230.00000 2300.00| 150.00000 1500.00| 191.20000 1912.00 CURB, CONCRETE | | | 0023 610-07486 165.000 Mg | 95.00000 15675.00| 65.00000 10725.00| 79.00000 13035.00 HMA FOR APPROACHES, TYPE A | | | 0024 611-05330 209.000 m2 | 70.00000 14630.00| 45.00000 9405.00| 65.00000 13585.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0025 611-08232 9.000 EACH | 160.00000 1440.00| 300.00000 2700.00| 100.00000 900.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0026 615-06490 26.000 EACH | 140.00000 3640.00| 45.00000 1170.00| 140.00000 3640.00 RIGHT OF WAY MARKER | | | 0027 615-06527 1.000 EACH | 400.00000 400.00| 500.00000 500.00| 400.00000 400.00 MONUMENT, SECTION CORNER | | | 0028 615-06535 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 BENCH MARK POST, RESET | | | 0029 621-01004 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 1.000 Mg | 680.00000 680.00| 680.00000 680.00| 680.00000 680.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 633,457.99 ROUTE : 19 CALL ORDER : 170 CONTRACT ID : R -27373-A COUNTIES : ELKHART LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1065659 |E & B PAVING, INC. |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-06553 115.000 kg | 7.17000 824.55| 7.18000 825.70| 7.17000 824.55 SEED MIXTURE, R | | | 0032 621-06565 3.000 Mg | 520.00000 1560.00| 520.00000 1560.00| 520.00000 1560.00 MULCHING MATERIAL | | | 0033 621-06574 1157.000 m2 | 3.35000 3875.95| 3.35000 3875.95| 3.35000 3875.95 SODDING | | | 0034 621-06575 5079.000 m2 | 3.35000 17014.65| 3.35000 17014.65| 3.35000 17014.65 SODDING, NURSERY | | | 0035 715-05151 38.000 m | 133.00000 5054.00| 80.00000 3040.00| 103.00000 3914.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0036 715-05169 116.000 m | 83.00000 9628.00| 80.00000 9280.00| 91.50000 10614.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0037 715-05325 28.000 m | 113.00000 3164.00| 110.00000 3080.00| 1.00000 28.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0038 715-46000 1.000 EACH | 190.00000 190.00| 200.00000 200.00| 297.00000 297.00 PIPE END SECTION, 300 mm | | | 0039 715-46005 17.000 EACH | 190.00000 3230.00| 200.00000 3400.00| 350.00000 5950.00 PIPE END SECTION, 375 mm | | | 0040 715-46045 18.000 EACH | 28.00000 504.00| 190.00000 3420.00| 1.00000 18.00 PIPE END SECTION, MIN. AREA .11 m2 | | | 0041 720-45030 2.000 EACH | 1975.00000 3950.00| 1100.00000 2200.00| 1250.00000 2500.00 INLET, E7 | | | 0042 720-45035 1.000 EACH | 2150.00000 2150.00| 1100.00000 1100.00| 1250.00000 1250.00 INLET, F7 | | | 0043 801-01093 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0044 801-04308 4.000 EACH | 190.00000 760.00| 190.00000 760.00| 190.00000 760.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06207 5190.000 m | 0.79000 4100.10| 0.79000 4100.10| 0.79000 4100.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06625 26.000 EACH | 60.00000 1560.00| 60.00000 1560.00| 60.00000 1560.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 30.000 EACH | 65.00000 1950.00| 65.00000 1950.00| 65.00000 1950.00 CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP | 28690.00000 28690.00| 3000.00000 3000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 633,457.99 ROUTE : 19 CALL ORDER : 170 CONTRACT ID : R -27373-A COUNTIES : ELKHART LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1065659 |E & B PAVING, INC. |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 801-07118 12.000 m | 42.00000 504.00| 42.00000 504.00| 42.00000 504.00 BARRICADE, III-A | | | 0050 801-07119 12.000 m | 43.00000 516.00| 43.00000 516.00| 43.00000 516.00 BARRICADE, III-B | | | 0051 802-05701 21.000 m | 43.00000 903.00| 50.00000 1050.00| 50.00000 1050.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0052 802-07059 21.000 EACH | 20.00000 420.00| 20.00000 420.00| 20.00000 420.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0053 802-76025 2.000 m2 | 172.00000 344.00| 155.50000 311.00| 155.50000 311.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 1.000 m2 | 182.00000 182.00| 165.82000 165.82| 165.80000 165.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 808-06703 1740.000 m | 1.27000 2209.80| 1.27000 2209.80| 1.27000 2209.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0056 808-75245 860.000 m | 1.27000 1092.20| 1.27000 1092.20| 1.27000 1092.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0057 808-75297 10.000 m | 9.00000 90.00| 9.00000 90.00| 9.00000 90.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0058 808-75320 6.000 EACH | 67.25000 403.50| 67.25000 403.50| 67.25000 403.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0059 808-75325 6.000 EACH | 97.25000 583.50| 97.25000 583.50| 97.25000 583.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0060 808-75996 98.000 EACH | 11.38000 1115.24| 10.00000 980.00| 10.00000 980.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 98.000 EACH | 21.00000 2058.00| 21.00000 2058.00| 21.00000 2058.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 808-92027 472.000 m | 3.00000 1416.00| 3.00000 1416.00| 3.00000 1416.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0063 808-99176 58.000 m | 9.00000 522.00| 9.00000 522.00| 9.00000 522.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | SECTION TOTALS | $ 599,588.03| $ 599,925.22| $ 603,839.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 599,588.03| $ 599,925.22| $ 603,839.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 633,457.99 ROUTE : 19 CALL ORDER : 170 CONTRACT ID : R -27373-A COUNTIES : ELKHART LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1185040 |( ) |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 14900.00000 14900.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1950.00000 15600.00| 2450.00000 19600.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 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| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 30000.00000 30000.00| 6150.00000 6150.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 10500.00000 10500.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 498.000 m2 | 9.50000 4731.00| 9.50000 4731.00| PAVEMENT REMOVAL | | | 0009 203-02000 4113.000 m3 | 11.20000 46065.60| 18.50000 76090.50| EXCAVATION, COMMON | | | 0010 205-06931 173.000 Mg | 60.00000 10380.00| 47.50000 8217.50| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 213.000 m | 5.88000 1252.44| 7.00000 1491.00| TEMPORARY SILT FENCE | | | 0012 207-08263 3981.000 m2 | 19.00000 75639.00| 13.00000 51753.00| SUBGRADE TREATMENT, TYPE IA | | | 0013 211-07454 19.000 m3 | 51.00000 969.00| 36.00000 684.00| STRUCTURE BACKFILL | | | 0014 301-07448 1103.000 Mg | 23.50000 25920.50| 21.00000 23163.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-07449 3.000 Mg | 150.00000 450.00| 120.00000 360.00| COMPACTED AGGREGATE, NO. 73 , LIMESTONE | | | 0016 306-08036 4500.000 m2 | 2.00000 9000.00| 2.50000 11250.00| MILLING, ASPHALT, 50 mm | | | 0017 401-06264 LUMP | 737.75000 737.75| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0018 401-07334 831.000 Mg | 63.00000 52353.00| 65.00000 54015.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 633,457.99 ROUTE : 19 CALL ORDER : 170 CONTRACT ID : R -27373-A COUNTIES : ELKHART LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1185040 |( ) |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-07403 1015.000 Mg | 49.00000 49735.00| 58.75000 59631.25| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0020 401-07408 2910.000 Mg | 49.00000 142590.00| 54.00000 157140.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0021 406-05520 8.000 Mg | 1.00000 8.00| 165.00000 1320.00| ASPHALT FOR TACK COAT | | | 0022 605-06120 10.000 m | 75.00000 750.00| 85.00000 850.00| CURB, CONCRETE | | | 0023 610-07486 165.000 Mg | 100.00000 16500.00| 100.00000 16500.00| HMA FOR APPROACHES, TYPE A | | | 0024 611-05330 209.000 m2 | 50.00000 10450.00| 47.00000 9823.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0025 611-08232 9.000 EACH | 60.00000 540.00| 160.00000 1440.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0026 615-06490 26.000 EACH | 225.00000 5850.00| 140.00000 3640.00| RIGHT OF WAY MARKER | | | 0027 615-06527 1.000 EACH | 400.00000 400.00| 400.00000 400.00| MONUMENT, SECTION CORNER | | | 0028 615-06535 1.000 EACH | 200.00000 200.00| 500.00000 500.00| BENCH MARK POST, RESET | | | 0029 621-01004 1.000 EACH | 500.00000 500.00| 750.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 1.000 Mg | 680.00000 680.00| 680.00000 680.00| FERTILIZER | | | 0031 621-06553 115.000 kg | 7.17000 824.55| 7.17000 824.55| SEED MIXTURE, R | | | 0032 621-06565 3.000 Mg | 520.00000 1560.00| 520.00000 1560.00| MULCHING MATERIAL | | | 0033 621-06574 1157.000 m2 | 3.35000 3875.95| 4.00000 4628.00| SODDING | | | 0034 621-06575 5079.000 m2 | 3.35000 17014.65| 4.00000 20316.00| SODDING, NURSERY | | | 0035 715-05151 38.000 m | 133.00000 5054.00| 85.00000 3230.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0036 715-05169 116.000 m | 83.00000 9628.00| 85.00000 9860.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0037 715-05325 28.000 m | 113.00000 3164.00| 110.00000 3080.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.10 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 633,457.99 ROUTE : 19 CALL ORDER : 170 CONTRACT ID : R -27373-A COUNTIES : ELKHART LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1185040 |( ) |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-46000 1.000 EACH | 190.00000 190.00| 175.00000 175.00| PIPE END SECTION, 300 mm | | | 0039 715-46005 17.000 EACH | 190.00000 3230.00| 175.00000 2975.00| PIPE END SECTION, 375 mm | | | 0040 715-46045 18.000 EACH | 283.00000 5094.00| 165.00000 2970.00| PIPE END SECTION, MIN. AREA .11 m2 | | | 0041 720-45030 2.000 EACH | 1975.00000 3950.00| 950.00000 1900.00| INLET, E7 | | | 0042 720-45035 1.000 EACH | 2150.00000 2150.00| 950.00000 950.00| INLET, F7 | | | 0043 801-01093 4.000 EACH | 150.00000 600.00| 150.00000 600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0044 801-04308 4.000 EACH | 190.00000 760.00| 190.00000 760.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06207 5190.000 m | 0.79000 4100.10| 0.79000 4100.10| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06625 26.000 EACH | 60.00000 1560.00| 60.00000 1560.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 30.000 EACH | 65.00000 1950.00| 65.00000 1950.00| CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP | 9599.66000 9599.66| 26500.00000 26500.00| MAINTAINING TRAFFIC | | | 0049 801-07118 12.000 m | 42.00000 504.00| 42.00000 504.00| BARRICADE, III-A | | | 0050 801-07119 12.000 m | 43.00000 516.00| 43.00000 516.00| BARRICADE, III-B | | | 0051 802-05701 21.000 m | 43.00000 903.00| 43.00000 903.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0052 802-07059 21.000 EACH | 75.80000 1591.80| 25.00000 525.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0053 802-76025 2.000 m2 | 172.00000 344.00| 172.00000 344.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 1.000 m2 | 182.00000 182.00| 182.00000 182.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 633,457.99 ROUTE : 19 CALL ORDER : 170 CONTRACT ID : R -27373-A COUNTIES : ELKHART LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1185040 |( ) |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-06703 1740.000 m | 1.27000 2209.80| 1.27000 2209.80| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0056 808-75245 860.000 m | 1.27000 1092.20| 1.27000 1092.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0057 808-75297 10.000 m | 9.00000 90.00| 9.00000 90.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0058 808-75320 6.000 EACH | 67.25000 403.50| 67.25000 403.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0059 808-75325 6.000 EACH | 97.25000 583.50| 97.25000 583.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0060 808-75996 98.000 EACH | 15.00000 1470.00| 6.00000 588.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 98.000 EACH | 21.00000 2058.00| 21.00000 2058.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0062 808-92027 472.000 m | 3.00000 1416.00| 3.00000 1416.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0063 808-99176 58.000 m | 9.00000 522.00| 9.00000 522.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | SECTION TOTALS | $ 629,995.00| $ 649,957.90| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 629,995.00| $ 649,957.90| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE 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 35-1139301 E & B PAVING, INC. $ 1,051,554.78 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 1,161,052.21 110.4129% 3 35-1120685 WALSH & KELLY INC $ 1,217,877.40 115.8168% 4 35-1068009 DYER CONSTRUCTION CO $ 1,227,594.70 116.7409% 5 35-0997978 PHEND & BROWN, INC. $ 1,244,735.20 118.3709% 6 35-1489621 HRP CONSTRUCTION, INC. $ 1,318,418.05 125.3780% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |E & B PAVING, INC. |LAPORTE CONSTRUCTION CO |WALSH & KELLY 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 | 14300.00000 14300.00| 1480.33000 1480.33| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1700.00000 20400.00| 1783.57000 21402.84| 3000.00000 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 109-08443 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 201-52370 LUMP | 31500.00000 31500.00| 66441.61000 66441.61| 64000.00000 64000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 215.000 SYS | 12.00000 2580.00| 125.00000 26875.00| 15.00000 3225.00 PAVEMENT REMOVAL | | | 0008 202-02279 440.000 LFT | 2.00000 880.00| 3.30000 1452.00| 5.00000 2200.00 CURB AND GUTTER, REMOVE | | | 0009 202-52710 110.000 SYS | 10.00000 1100.00| 8.84000 972.40| 10.00000 1100.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-95977 75.000 SYS | 17.92000 1344.00| 11.99000 899.25| 15.00000 1125.00 CURB WALK, INTEGRAL, REMOVE | | | 0011 202-96133 110.000 LFT | 4.50000 495.00| 3.81000 419.10| 12.00000 1320.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |E & B PAVING, INC. |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02000 7550.000 CYS | 10.50000 79275.00| 11.10000 83805.00| 16.00000 120800.00 EXCAVATION, COMMON | | | 0013 205-06933 5.000 EACH | 80.00000 400.00| 80.00000 400.00| 80.00000 400.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 200.000 LFT | 2.70000 540.00| 5.70000 1140.00| 2.70000 540.00 TEMPORARY SILT FENCE | | | 0015 207-08268 11000.000 SYS | 3.00000 33000.00| 7.85000 86350.00| 12.00000 132000.00 SUBGRADE TREATMENT, TYPE IV | | | 0016 211-07454 2750.000 CYS | 1.00000 2750.00| 7.85000 21587.50| 0.01000 27.50 STRUCTURE BACKFILL | | | 0017 301-07448 2505.000 TON | 13.00000 32565.00| 18.76000 46993.80| 16.00000 40080.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 30.000 TON | 25.00000 750.00| 25.36000 760.80| 30.00000 900.00 COMPACTED AGGREGATE, NO. 73 | | | 0019 306-08034 825.000 SYS | 8.00000 6600.00| 5.68000 4686.00| 6.00000 4950.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 401-06264 LUMP | 5200.00000 5200.00| 4000.00000 4000.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0021 401-07321 740.000 TON | 45.00000 33300.00| 45.55000 33707.00| 53.00000 39220.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07390 1115.000 TON | 40.00000 44600.00| 42.25000 47108.75| 47.00000 52405.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07423 1785.000 TON | 39.00000 69615.00| 39.50000 70507.50| 44.00000 78540.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0024 406-05520 5.000 TON | 1.00000 5.00| 420.00000 2100.00| 600.00000 3000.00 ASPHALT FOR TACK COAT | | | 0025 603-06065 32.000 LFT | 40.00000 1280.00| 60.00000 1920.00| 30.00000 960.00 FENCE, CHAIN LINK, RESET | | | 0026 604-07897 10.000 SYS | 235.00000 2350.00| 72.80000 728.00| 200.00000 2000.00 CURB RAMP, CONCRETE, C | | | 0027 604-07902 20.000 SYS | 240.00000 4800.00| 63.53000 1270.60| 175.00000 3500.00 CURB RAMP, CONCRETE, H | | | 0028 604-07903 140.000 SYS | 165.00000 23100.00| 48.22000 6750.80| 125.00000 17500.00 CURB RAMP, CONCRETE, K | | | 0029 604-91531 2675.000 SYS | 20.00000 53500.00| 44.78000 119786.50| 35.50000 94962.50 SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-04742 LUMP | 17500.00000 17500.00| 18700.00000 18700.00| 14000.00000 14000.00 WALL , STONE, RELOCATE | | | 0031 605-06155 4740.000 LFT | 11.40000 54036.00| 14.50000 68730.00| 14.50000 68730.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |E & B PAVING, INC. |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 605-92578 45.000 SYS | 100.00000 4500.00| 101.54000 4569.30| 75.00000 3375.00 CURB WALK, CONCRETE | | | 0033 605-94811 1.000 EACH | 760.00000 760.00| 626.63000 626.63| 1500.00000 1500.00 CURB TURNOUT | | | 0034 607-06175 8.000 LFT | 105.00000 840.00| 79.17000 633.36| 55.00000 440.00 GUTTER, CONCRETE | | | 0035 610-07487 45.000 TON | 200.00000 9000.00| 89.50000 4027.50| 120.00000 5400.00 HMA FOR APPROACHES, TYPE B | | | 0036 610-07712 765.000 SYS | 45.00000 34425.00| 54.67000 41822.55| 46.00000 35190.00 PCCP FOR APPROACHES, 6 IN. | | | 0037 611-06497 1.000 EACH | 160.00000 160.00| 160.00000 160.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 616-02320 70.000 SYS | 6.00000 420.00| 1.77000 123.90| 5.00000 350.00 GEOTEXTILES | | | 0039 616-06405 35.000 TON | 25.00000 875.00| 33.02000 1155.70| 37.00000 1295.00 RIPRAP, REVETMENT | | | 0040 621-06559 470.000 SYS | 1.30000 611.00| 1.30000 611.00| 1.30000 611.00 MULCHED SEEDING, R | | | 0041 621-06567 28.000 kGAL | 10.00000 280.00| 10.00000 280.00| 10.00000 280.00 WATER | | | 0042 621-06575 7000.000 SYS | 2.80000 19600.00| 2.80000 19600.00| 2.80000 19600.00 SODDING, NURSERY | | | 0043 703-51030 890.000 LBS | 5.48000 4877.20| 0.63000 560.70| 2.00000 1780.00 REINFORCING STEEL | | | 0044 710-51870 200.000 SFT | 7.50000 1500.00| 18.88000 3776.00| 25.00000 5000.00 REPOINTING MASONRY IN STRUCTURES | | | 0045 714-44240 17.000 CYS | 500.00000 8500.00| 467.29000 7943.93| 650.00000 11050.00 CONCRETE, A, STRUCTURES | | | 0046 715-05149 620.000 LFT | 28.25000 17515.00| 18.44000 11432.80| 25.00000 15500.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 245.000 LFT | 30.85000 7558.25| 32.44000 7947.80| 28.00000 6860.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-05152 565.000 LFT | 32.55000 18390.75| 27.69000 15644.85| 30.00000 16950.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0049 715-05154 1010.000 LFT | 37.55000 37925.50| 36.12000 36481.20| 38.00000 38380.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0050 715-05156 1010.000 LFT | 43.25000 43682.50| 50.04000 50540.40| 45.00000 45450.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0051 715-05361 25.000 LFT | 60.00000 1500.00| 32.48000 812.00| 53.00000 1325.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |E & B PAVING, INC. |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-46000 1.000 EACH | 290.00000 290.00| 605.87000 605.87| 317.00000 317.00 PIPE END SECTION, 12 IN. | | | 0053 715-46030 1.000 EACH | 507.00000 507.00| 838.60000 838.60| 687.00000 687.00 PIPE END SECTION, 30 IN. | | | 0054 715-46045 2.000 EACH | 361.00000 722.00| 614.15000 1228.30| 202.00000 404.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0055 720-44000 1.000 EACH | 464.94000 464.94| 643.91000 643.91| 227.00000 227.00 CASTING, ADJUST TO GRADE | | | 0056 720-44025 1.000 EACH | 648.94000 648.94| 968.91000 968.91| 484.00000 484.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0057 720-45141 2.000 EACH | 2073.00000 4146.00| 2619.44000 5238.88| 1800.00000 3600.00 INLET, H5, MODIFIED | | | 0058 720-45275 4.000 EACH | 1110.00000 4440.00| 1418.35000 5673.40| 1200.00000 4800.00 PIPE CATCH BASIN, 24 IN. | | | 0059 720-45410 12.000 EACH | 1384.00000 16608.00| 2277.53000 27330.36| 1623.00000 19476.00 MANHOLE, C4 | | | 0060 720-95422 7.000 EACH | 2223.00000 15561.00| 2869.44000 20086.08| 2100.00000 14700.00 MANHOLE, J4 | | | 0061 720-98174 15.000 EACH | 1988.00000 29820.00| 1944.35000 29165.25| 2175.00000 32625.00 INLET, B15 | | | 0062 720-98555 13.000 EACH | 1988.00000 25844.00| 1944.35000 25276.55| 2175.00000 28275.00 INLET, C15 | | | 0063 732-91742 3.000 EACH | 4500.00000 13500.00| 5130.00000 15390.00| 3312.00000 9936.00 FIRE HYDRANT ASSEMBLY, TYPE 1 | | | 0064 732-97009 3.000 EACH | 1200.00000 3600.00| 710.00000 2130.00| 486.00000 1458.00 FIRE HYDRANT ASSEMBLY, REMOVE AND | | | ABANDON | | | 0065 801-06207 925.000 LFT | 1.36000 1258.00| 0.80000 740.00| 0.80000 740.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06640 25.000 EACH | 105.00000 2625.00| 105.00000 2625.00| 105.00000 2625.00 CONSTRUCTION SIGN, A | | | 0067 801-06710 90.000 DAY | 12.00000 1080.00| 12.00000 1080.00| 12.00000 1080.00 FLASHING ARROW SIGN | | | 0068 801-06775 LUMP | 116000.00000 116000.00| 4400.00000 4400.00| 16500.00000 16500.00 MAINTAINING TRAFFIC | | | 0069 801-07119 280.000 LFT | 15.00000 4200.00| 15.00000 4200.00| 15.00000 4200.00 BARRICADE, III-B | | | 0070 802-05701 160.000 LFT | 13.00000 2080.00| 13.00000 2080.00| 13.00000 2080.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1339168 |( 3 ) 35-1120685 |E & B PAVING, INC. |LAPORTE CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 802-07125 12.000 SFT | 21.00000 252.00| 21.00000 252.00| 21.00000 252.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0072 802-76025 90.000 SFT | 17.00000 1530.00| 17.00000 1530.00| 17.00000 1530.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0073 808-06716 160.000 LFT | 2.00000 320.00| 2.95000 472.00| 0.50000 80.00 LINE, REMOVE | | | 0074 808-75240 280.000 LFT | 0.43000 120.40| 0.43000 120.40| 0.92000 257.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0075 808-75245 2860.000 LFT | 0.43000 1229.80| 0.43000 1229.80| 0.42000 1201.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0076 808-75297 140.000 LFT | 4.25000 595.00| 4.25000 595.00| 4.12000 576.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0077 808-75300 630.000 LFT | 1.15000 724.50| 1.15000 724.50| 0.86000 541.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0078 110-01001 LUMP | 52000.00000 52000.00| 56000.00000 56000.00| 60500.00000 60500.00 MOBILIZATION AND DEMOBILIZATION | | | 0079 621-01004 2.000 EACH | 350.00000 700.00| 350.00000 700.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,051,554.78| $ 1,161,052.21| $ 1,217,877.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,051,554.78| $ 1,161,052.21| $ 1,217,877.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-0997978 |( 6 ) 35-1489621 |DYER CONSTRUCTION CO |PHEND & BROWN, INC. |HRP CONSTRUCTION, 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 | 18000.00000 18000.00| 25000.00000 25000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1720.00000 20640.00| 1700.00000 20400.00| 2000.00000 24000.00 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 201-52370 LUMP | 38000.00000 38000.00| 40000.00000 40000.00| 78000.00000 78000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 215.000 SYS | 7.00000 1505.00| 12.30000 2644.50| 10.00000 2150.00 PAVEMENT REMOVAL | | | 0008 202-02279 440.000 LFT | 4.00000 1760.00| 9.60000 4224.00| 6.00000 2640.00 CURB AND GUTTER, REMOVE | | | 0009 202-52710 110.000 SYS | 8.00000 880.00| 12.00000 1320.00| 6.00000 660.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-95977 75.000 SYS | 9.70000 727.50| 12.00000 900.00| 6.00000 450.00 CURB WALK, INTEGRAL, REMOVE | | | 0011 202-96133 110.000 LFT | 24.00000 2640.00| 12.00000 1320.00| 25.00000 2750.00 PIPE, REMOVE | | | 0012 203-02000 7550.000 CYS | 18.50000 139675.00| 15.00000 113250.00| 14.00000 105700.00 EXCAVATION, COMMON | | | 0013 205-06933 5.000 EACH | 80.00000 400.00| 80.00000 400.00| 80.00000 400.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 200.000 LFT | 4.10000 820.00| 2.70000 540.00| 2.70000 540.00 TEMPORARY SILT FENCE | | | 0015 207-08268 11000.000 SYS | 12.45000 136950.00| 12.00000 132000.00| 3.00000 33000.00 SUBGRADE TREATMENT, TYPE IV | | | 0016 211-07454 2750.000 CYS | 15.00000 41250.00| 1.00000 2750.00| 6.00000 16500.00 STRUCTURE BACKFILL | | | 0017 301-07448 2505.000 TON | 15.10000 37825.50| 13.00000 32565.00| 20.00000 50100.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 30.000 TON | 30.00000 900.00| 16.00000 480.00| 20.00000 600.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-0997978 |( 6 ) 35-1489621 |DYER CONSTRUCTION CO |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08034 825.000 SYS | 4.25000 3506.25| 7.00000 5775.00| 5.40000 4455.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 401-06264 LUMP | 4000.00000 4000.00| 2500.00000 2500.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0021 401-07321 740.000 TON | 45.55000 33707.00| 45.00000 33300.00| 45.55000 33707.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07390 1115.000 TON | 42.25000 47108.75| 40.00000 44600.00| 42.25000 47108.75 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07423 1785.000 TON | 39.50000 70507.50| 39.00000 69615.00| 39.50000 70507.50 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0024 406-05520 5.000 TON | 420.00000 2100.00| 200.00000 1000.00| 420.00000 2100.00 ASPHALT FOR TACK COAT | | | 0025 603-06065 32.000 LFT | 30.00000 960.00| 30.00000 960.00| 16.00000 512.00 FENCE, CHAIN LINK, RESET | | | 0026 604-07897 10.000 SYS | 199.00000 1990.00| 170.00000 1700.00| 208.39000 2083.90 CURB RAMP, CONCRETE, C | | | 0027 604-07902 20.000 SYS | 155.00000 3100.00| 170.00000 3400.00| 188.34000 3766.80 CURB RAMP, CONCRETE, H | | | 0028 604-07903 140.000 SYS | 101.00000 14140.00| 170.00000 23800.00| 55.28000 7739.20 CURB RAMP, CONCRETE, K | | | 0029 604-91531 2675.000 SYS | 31.90000 85332.50| 24.00000 64200.00| 33.67000 90067.25 SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-04742 LUMP | 22500.00000 22500.00| 40000.00000 40000.00| 25000.00000 25000.00 WALL , STONE, RELOCATE | | | 0031 605-06155 4740.000 LFT | 14.50000 68730.00| 10.70000 50718.00| 14.50000 68730.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0032 605-92578 45.000 SYS | 73.00000 3285.00| 29.00000 1305.00| 123.31000 5548.95 CURB WALK, CONCRETE | | | 0033 605-94811 1.000 EACH | 500.00000 500.00| 355.00000 355.00| 1040.00000 1040.00 CURB TURNOUT | | | 0034 607-06175 8.000 LFT | 14.50000 116.00| 92.00000 736.00| 100.00000 800.00 GUTTER, CONCRETE | | | 0035 610-07487 45.000 TON | 89.50000 4027.50| 150.00000 6750.00| 89.50000 4027.50 HMA FOR APPROACHES, TYPE B | | | 0036 610-07712 765.000 SYS | 35.10000 26851.50| 45.00000 34425.00| 26.38000 20180.70 PCCP FOR APPROACHES, 6 IN. | | | 0037 611-06497 1.000 EACH | 175.00000 175.00| 200.00000 200.00| 250.00000 250.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 616-02320 70.000 SYS | 3.00000 210.00| 3.00000 210.00| 2.18000 152.60 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-0997978 |( 6 ) 35-1489621 |DYER CONSTRUCTION CO |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-06405 35.000 TON | 36.00000 1260.00| 44.00000 1540.00| 60.00000 2100.00 RIPRAP, REVETMENT | | | 0040 621-06559 470.000 SYS | 1.30000 611.00| 1.30000 611.00| 1.30000 611.00 MULCHED SEEDING, R | | | 0041 621-06567 28.000 kGAL | 10.00000 280.00| 10.00000 280.00| 10.00000 280.00 WATER | | | 0042 621-06575 7000.000 SYS | 3.00000 21000.00| 2.80000 19600.00| 2.80000 19600.00 SODDING, NURSERY | | | 0043 703-51030 890.000 LBS | 2.00000 1780.00| 1.50000 1335.00| 2.38000 2118.20 REINFORCING STEEL | | | 0044 710-51870 200.000 SFT | 25.00000 5000.00| 14.00000 2800.00| 50.00000 10000.00 REPOINTING MASONRY IN STRUCTURES | | | 0045 714-44240 17.000 CYS | 400.00000 6800.00| 550.00000 9350.00| 450.00000 7650.00 CONCRETE, A, STRUCTURES | | | 0046 715-05149 620.000 LFT | 30.00000 18600.00| 27.00000 16740.00| 38.00000 23560.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 245.000 LFT | 32.00000 7840.00| 36.00000 8820.00| 36.00000 8820.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-05152 565.000 LFT | 37.00000 20905.00| 46.00000 25990.00| 36.00000 20340.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0049 715-05154 1010.000 LFT | 42.00000 42420.00| 60.00000 60600.00| 42.00000 42420.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0050 715-05156 1010.000 LFT | 50.00000 50500.00| 68.00000 68680.00| 50.00000 50500.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0051 715-05361 25.000 LFT | 43.00000 1075.00| 32.00000 800.00| 50.00000 1250.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0052 715-46000 1.000 EACH | 280.00000 280.00| 250.00000 250.00| 600.00000 600.00 PIPE END SECTION, 12 IN. | | | 0053 715-46030 1.000 EACH | 650.00000 650.00| 750.00000 750.00| 1100.00000 1100.00 PIPE END SECTION, 30 IN. | | | 0054 715-46045 2.000 EACH | 270.00000 540.00| 250.00000 500.00| 1000.00000 2000.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0055 720-44000 1.000 EACH | 265.00000 265.00| 400.00000 400.00| 450.00000 450.00 CASTING, ADJUST TO GRADE | | | 0056 720-44025 1.000 EACH | 600.00000 600.00| 525.00000 525.00| 600.00000 600.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0057 720-45141 2.000 EACH | 1931.00000 3862.00| 2300.00000 4600.00| 3500.00000 7000.00 INLET, H5, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-0997978 |( 6 ) 35-1489621 |DYER CONSTRUCTION CO |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 720-45275 4.000 EACH | 871.00000 3484.00| 1000.00000 4000.00| 2500.00000 10000.00 PIPE CATCH BASIN, 24 IN. | | | 0059 720-45410 12.000 EACH | 3011.00000 36132.00| 2800.00000 33600.00| 4000.00000 48000.00 MANHOLE, C4 | | | 0060 720-95422 7.000 EACH | 1631.00000 11417.00| 3800.00000 26600.00| 5000.00000 35000.00 MANHOLE, J4 | | | 0061 720-98174 15.000 EACH | 1905.00000 28575.00| 2500.00000 37500.00| 4000.00000 60000.00 INLET, B15 | | | 0062 720-98555 13.000 EACH | 1956.00000 25428.00| 2500.00000 32500.00| 4000.00000 52000.00 INLET, C15 | | | 0063 732-91742 3.000 EACH | 5815.00000 17445.00| 4350.00000 13050.00| 5000.00000 15000.00 FIRE HYDRANT ASSEMBLY, TYPE 1 | | | 0064 732-97009 3.000 EACH | 1025.00000 3075.00| 200.00000 600.00| 600.00000 1800.00 FIRE HYDRANT ASSEMBLY, REMOVE AND | | | ABANDON | | | 0065 801-06207 925.000 LFT | 0.80000 740.00| 0.80000 740.00| 0.80000 740.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0066 801-06640 25.000 EACH | 105.00000 2625.00| 105.00000 2625.00| 105.00000 2625.00 CONSTRUCTION SIGN, A | | | 0067 801-06710 90.000 DAY | 12.00000 1080.00| 12.00000 1080.00| 12.00000 1080.00 FLASHING ARROW SIGN | | | 0068 801-06775 LUMP | 4400.00000 4400.00| 31000.00000 31000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0069 801-07119 280.000 LFT | 15.00000 4200.00| 15.00000 4200.00| 15.00000 4200.00 BARRICADE, III-B | | | 0070 802-05701 160.000 LFT | 13.00000 2080.00| 13.00000 2080.00| 13.00000 2080.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-07125 12.000 SFT | 21.00000 252.00| 21.00000 252.00| 21.00000 252.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0072 802-76025 90.000 SFT | 17.00000 1530.00| 17.00000 1530.00| 17.00000 1530.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0073 808-06716 160.000 LFT | 0.50000 80.00| 2.95000 472.00| 2.95000 472.00 LINE, REMOVE | | | 0074 808-75240 280.000 LFT | 0.45000 126.00| 0.43000 120.40| 0.43000 120.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 210 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,312,354.40 ROUTE : CALL ORDER : 210 CONTRACT ID : R -28135-A COUNTIES : STARKE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-0997978 |( 6 ) 35-1489621 |DYER CONSTRUCTION CO |PHEND & BROWN, INC. |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 808-75245 2860.000 LFT | 0.45000 1287.00| 0.43000 1229.80| 0.43000 1229.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0076 808-75297 140.000 LFT | 2.95000 413.00| 4.25000 595.00| 4.25000 595.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0077 808-75300 630.000 LFT | 0.69000 434.70| 1.15000 724.50| 1.15000 724.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0078 110-01001 LUMP | 63000.00000 63000.00| 62000.00000 62000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0079 621-01004 2.000 EACH | 350.00000 700.00| 360.00000 720.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,227,594.70| $ 1,244,735.20| $ 1,318,418.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,227,594.70| $ 1,244,735.20| $ 1,318,418.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,106,324.51 ROUTE : 9 CALL ORDER : 220 CONTRACT ID : R -28175-A COUNTIES : LAGRANGE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/16/06 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. $ 774,048.31 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 943,562.85 121.8997% 3 35-0997978 PHEND & BROWN, INC. $ 1,110,769.19 143.5013% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 9500.00000 9500.00| 22000.00000 22000.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1352.00000 13520.00| 1365.00000 13650.00| 1580.00000 15800.00 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 | 17000.00000 17000.00| 47000.00000 47000.00| 54950.00000 54950.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 7700.00000 7700.00| 12700.00000 12700.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 5867.000 SYS | 1.80000 10560.60| 6.00000 35202.00| 8.50000 49869.50 PAVEMENT REMOVAL | | | 0009 203-02000 8500.000 CYS | 5.95000 50575.00| 8.80000 74800.00| 21.85000 185725.00 EXCAVATION, COMMON | | | 0010 203-02070 975.000 CYS | 18.50000 18037.50| 15.40000 15015.00| 15.60000 15210.00 BORROW | | | 0011 205-06931 66.000 TON | 10.00000 660.00| 47.50000 3135.00| 60.00000 3960.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 2.000 EACH | 50.00000 100.00| 100.00000 200.00| 100.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,106,324.51 ROUTE : 9 CALL ORDER : 220 CONTRACT ID : R -28175-A COUNTIES : LAGRANGE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06937 2195.000 LFT | 1.36000 2985.20| 1.65000 3621.75| 3.42000 7506.90 TEMPORARY SILT FENCE | | | 0014 207-08263 13900.000 SYS | 5.32000 73948.00| 4.10000 56990.00| 4.75000 66025.00 SUBGRADE TREATMENT, TYPE IA | | | 0015 207-08267 4575.000 SYS | 5.95000 27221.25| 8.00000 36600.00| 3.75000 17156.25 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-07454 120.000 CYS | 32.00000 3840.00| 9.90000 1188.00| 20.00000 2400.00 STRUCTURE BACKFILL | | | 0017 301-07448 4500.000 TON | 14.93000 67185.00| 13.70000 61650.00| 10.50000 47250.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08043 675.000 SYS | 4.63000 3125.25| 5.50000 3712.50| 5.90000 3982.50 MILLING, TRANSITION | | | 0019 401-06264 LUMP | 3100.00000 3100.00| 6000.00000 6000.00| 2400.00000 2400.00 PROFILOGRAPH, HMA | | | 0020 401-07334 850.000 TON | 54.00000 45900.00| 57.40000 48790.00| 62.70000 53295.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0021 401-07403 1350.000 TON | 36.00000 48600.00| 49.25000 66487.50| 52.00000 70200.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07408 5250.000 TON | 35.00000 183750.00| 41.00000 215250.00| 48.25000 253312.50 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0023 402-07432 625.000 TON | 55.00000 34375.00| 50.00000 31250.00| 54.00000 33750.00 HMA SURFACE, TYPE A | | | 0024 402-07435 950.000 TON | 40.00000 38000.00| 41.60000 39520.00| 48.00000 45600.00 HMA INTERMEDIATE, TYPE A | | | 0025 402-07440 800.000 TON | 36.00000 28800.00| 41.60000 33280.00| 46.50000 37200.00 HMA BASE, TYPE A | | | 0026 406-05520 12.000 TON | 1.00000 12.00| 200.00000 2400.00| 265.00000 3180.00 ASPHALT FOR TACK COAT | | | 0027 610-07712 96.000 SYS | 58.95000 5659.20| 42.00000 4032.00| 37.00000 3552.00 PCCP FOR APPROACHES, 6 IN. | | | 0028 611-06497 2.000 EACH | 160.00000 320.00| 145.00000 290.00| 200.00000 400.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 611-06498 1.000 EACH | 190.00000 190.00| 170.00000 170.00| 250.00000 250.00 MAILBOX ASSEMBLY, DOUBLE | | | 0030 615-06490 22.000 EACH | 140.00000 3080.00| 140.00000 3080.00| 137.00000 3014.00 RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 625.00000 1250.00 MONUMENT, B | | | 0032 615-06527 1.000 EACH | 400.00000 400.00| 400.00000 400.00| 550.00000 550.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,106,324.51 ROUTE : 9 CALL ORDER : 220 CONTRACT ID : R -28175-A COUNTIES : LAGRANGE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-01004 2.000 EACH | 650.00000 1300.00| 350.00000 700.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 1.000 TON | 583.00000 583.00| 500.00000 500.00| 583.00000 583.00 FERTILIZER | | | 0035 621-06553 374.000 LBS | 3.07000 1148.18| 4.40000 1645.60| 3.07000 1148.18 SEED MIXTURE, R | | | 0036 621-06557 187.000 LBS | 4.98000 931.26| 2.25000 420.75| 4.98000 931.26 SEED MIXTURE, T | | | 0037 621-06565 4.000 TON | 445.00000 1780.00| 450.00000 1800.00| 445.00000 1780.00 MULCHING MATERIAL | | | 0038 621-06567 3.000 kGAL | 55.00000 165.00| 5.00000 15.00| 55.00000 165.00 WATER | | | 0039 621-06575 700.000 SYS | 6.95000 4865.00| 5.75000 4025.00| 5.95000 4165.00 SODDING, NURSERY | | | 0040 715-05121 168.000 LFT | 27.00000 4536.00| 31.00000 5208.00| 34.00000 5712.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0041 715-05123 78.000 LFT | 36.50000 2847.00| 46.00000 3588.00| 52.00000 4056.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0042 715-05149 90.000 LFT | 23.00000 2070.00| 32.50000 2925.00| 45.00000 4050.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0043 715-05169 30.000 LFT | 26.90000 807.00| 39.50000 1185.00| 45.00000 1350.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0044 715-05361 102.000 LFT | 32.50000 3315.00| 39.00000 3978.00| 37.00000 3774.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0045 715-46005 2.000 EACH | 355.00000 710.00| 340.00000 680.00| 340.00000 680.00 PIPE END SECTION, 15 IN. | | | 0046 715-46010 4.000 EACH | 420.00000 1680.00| 390.00000 1560.00| 400.00000 1600.00 PIPE END SECTION, 18 IN. | | | 0047 715-46020 2.000 EACH | 640.00000 1280.00| 660.00000 1320.00| 560.00000 1120.00 PIPE END SECTION, 24 IN. | | | 0048 715-46045 6.000 EACH | 310.00000 1860.00| 305.00000 1830.00| 300.00000 1800.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0049 720-45035 2.000 EACH | 1250.00000 2500.00| 1250.00000 2500.00| 1000.00000 2000.00 INLET, F7 | | | 0050 801-06196 12.000 EACH | 50.00000 600.00| 70.00000 840.00| 70.00000 840.00 DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,106,324.51 ROUTE : 9 CALL ORDER : 220 CONTRACT ID : R -28175-A COUNTIES : LAGRANGE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-06203 13900.000 LFT | 0.38000 5282.00| 0.30000 4170.00| 0.30000 4170.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 19500.000 LFT | 0.75000 14625.00| 0.79000 15405.00| 0.79000 15405.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 801-06625 16.000 EACH | 50.00000 800.00| 60.00000 960.00| 60.00000 960.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 14.000 EACH | 150.00000 2100.00| 80.00000 1120.00| 80.00000 1120.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 6.000 EACH | 55.00000 330.00| 40.00000 240.00| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP | 1000.00000 1000.00| 30500.00000 30500.00| 13400.00000 13400.00 MAINTAINING TRAFFIC | | | 0057 801-07119 120.000 LFT | 14.00000 1680.00| 18.00000 2160.00| 18.00000 2160.00 BARRICADE, III-B | | | 0058 802-05701 51.000 LFT | 24.00000 1224.00| 13.00000 663.00| 16.10000 821.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-76020 17.000 SFT | 39.00000 663.00| 16.00000 272.00| 19.00000 323.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0060 802-76030 18.000 SFT | 29.00000 522.00| 18.00000 324.00| 16.00000 288.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0061 808-06703 5900.000 LFT | 0.39000 2301.00| 0.30000 1770.00| 0.46000 2714.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0062 808-06716 9200.000 LFT | 0.30000 2760.00| 0.51000 4692.00| 0.51000 4692.00 LINE, REMOVE | | | 0063 808-75245 2700.000 LFT | 0.39000 1053.00| 0.30000 810.00| 0.92000 2484.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0064 808-75290 160.000 LFT | 3.25000 520.00| 1.65000 264.00| 5.60000 896.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0065 808-75297 75.000 LFT | 3.25000 243.75| 3.25000 243.75| 6.10000 457.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0066 808-75320 6.000 EACH | 60.00000 360.00| 66.00000 396.00| 59.00000 354.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,106,324.51 ROUTE : 9 CALL ORDER : 220 CONTRACT ID : R -28175-A COUNTIES : LAGRANGE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 808-75325 6.000 EACH | 90.00000 540.00| 95.25000 571.50| 89.00000 534.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0068 808-75996 58.000 EACH | 4.64000 269.12| 8.75000 507.50| 7.25000 420.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 116.000 EACH | 30.00000 3480.00| 19.50000 2262.00| 26.50000 3074.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0070 808-92027 1900.000 LFT | 1.09000 2071.00| 1.05000 1995.00| 0.90000 1710.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 774,048.31| $ 943,562.85| $ 1,110,769.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 774,048.31| $ 943,562.85| $ 1,110,769.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,531,700.81 ROUTE : US 35 CALL ORDER : 330 CONTRACT ID : RS-27541-A COUNTIES : HOWARD LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/30/06 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. $ 1,185,758.58 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,295,585.87 109.2622% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 2850.00000 2850.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2300.00000 6900.00| 1650.00000 4950.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 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| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 59500.00000 59500.00| 64000.00000 64000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 5041.000 TON | 5.00000 25205.00| 5.00000 25205.00| COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 40.000 TON | 155.00000 6200.00| 107.34000 4293.60| HMA PATCHING, TYPE B | | | 0009 306-08042 123200.000 SYS | 0.50000 61600.00| 0.43000 52976.00| MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 4340.000 SYS | 1.00000 4340.00| 8.17000 35457.80| MILLING, TRANSITION | | | 0011 401-06264 LUMP | 4000.00000 4000.00| 3665.00000 3665.00| PROFILOGRAPH, HMA | | | 0012 401-07320 3638.000 TON | 40.00000 145520.00| 44.95000 163528.10| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0013 401-07321 6524.000 TON | 40.00000 260960.00| 44.12000 287838.88| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,531,700.81 ROUTE : US 35 CALL ORDER : 330 CONTRACT ID : RS-27541-A COUNTIES : HOWARD LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 401-07370 4850.500 TON | 34.50000 167342.25| 37.70000 182863.85| QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0015 401-07371 8699.000 TON | 34.50000 300115.50| 36.75000 319688.25| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0016 406-05520 58.500 TON | 200.00000 11700.00| 263.43000 15410.66| ASPHALT FOR TACK COAT | | | 0017 606-07484 26653.000 LFT | 0.40000 10661.20| 0.27000 7196.31| MILLED HMA SHOULDER CORRUGATIONS | | | 0018 610-07487 459.500 TON | 75.00000 34462.50| 69.19000 31792.81| HMA FOR APPROACHES, TYPE B | | | 0019 801-06203 4347.000 LFT | 0.45000 1956.15| 1.16000 5042.52| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 4347.000 LFT | 1.20000 5216.40| 0.10000 434.70| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 17.000 EACH | 94.00000 1598.00| 94.00000 1598.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 10000.00000 10000.00| 22744.02000 22744.02| MAINTAINING TRAFFIC | | | 0023 805-02328 2200.000 LFT | 0.60000 1320.00| 0.60000 1320.00| SIGNAL CABLE, 1C 14GA. | | | 0024 805-78795 550.000 LFT | 7.20000 3960.00| 7.20000 3960.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06711 3208.000 LFT | 0.08500 272.68| 0.09000 288.72| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0026 808-06712 2076.000 LFT | 0.08500 176.46| 0.09000 186.84| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0027 808-06713 41466.000 LFT | 0.08500 3524.61| 0.09000 3731.94| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0028 808-06714 25059.000 LFT | 0.08500 2130.02| 0.09000 2255.31| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0029 808-08258 170.000 LFT | 2.35000 399.50| 2.35000 399.50| TRANSVERSE MARKINGS , PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, | | | 0030 808-75297 130.500 LFT | 4.70000 613.35| 4.70000 613.35| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75320 4.000 EACH | 68.75000 275.00| 68.75000 275.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,531,700.81 ROUTE : US 35 CALL ORDER : 330 CONTRACT ID : RS-27541-A COUNTIES : HOWARD LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-75325 5.000 EACH | 99.00000 495.00| 99.00000 495.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0033 808-75996 354.000 EACH | 6.50000 2301.00| 3.65000 1292.10| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 808-75998 354.000 EACH | 17.50000 6195.00| 17.50000 6195.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0035 306-08432 3661.000 SYS | 0.36000 1317.96| 0.01000 36.61| MILLING, APPROACH | | | 0036 612-04315 30.800 TON | 1035.00000 31878.00| 1035.00000 31878.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0037 612-05081 2.000 EACH | 3500.00000 7000.00| 3500.00000 7000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0038 612-60410 515.000 EACH | 8.00000 4120.00| 8.00000 4120.00| DRILLED HOLE FOR UNDERSEAL | | | SECTION TOTALS | $ 1,185,758.58| $ 1,295,585.87| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,185,758.58| $ 1,295,585.87| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,030.46 ROUTE : SR 9 CALL ORDER : 370 CONTRACT ID : RS-28403-A COUNTIES : LAGRANGE NOBLE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/13/06 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. $ 1,603,077.35 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,874,833.82 116.9522% 3 35-0997978 PHEND & BROWN, INC. $ 1,994,548.86 124.4200% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1464.50000 11716.00| 1380.00000 11040.00| 1600.00000 12800.00 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 | 80600.00000 80600.00| 93750.00000 93750.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 201.500 LFT | 2.00000 403.00| 6.00000 1209.00| 2.00000 403.00 GUARDRAIL, REMOVE | | | 0007 202-02271 10.000 EACH | 125.54000 1255.40| 300.00000 3000.00| 320.00000 3200.00 HEADWALL, REMOVE | | | 0008 202-52710 265.000 SYS | 31.86000 8442.90| 25.00000 6625.00| 21.00000 5565.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-90277 2.000 EACH | 320.00000 640.00| 320.00000 640.00| 320.00000 640.00 DETECTOR HOUSING, REMOVE | | | 0010 202-93741 15.000 EACH | 200.00000 3000.00| 400.00000 6000.00| 200.00000 3000.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-90014 8.000 STA | 600.00000 4800.00| 655.00000 5240.00| 1500.00000 12000.00 LINEAR GRADING , FOR STRUCTURES | | | 0012 213-04324 50.000 CYS | 135.00000 6750.00| 52.25000 2612.50| 130.00000 6500.00 FLOWABLE FILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,030.46 ROUTE : SR 9 CALL ORDER : 370 CONTRACT ID : RS-28403-A COUNTIES : LAGRANGE NOBLE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 301-07448 442.000 TON | 10.00000 4420.00| 31.30000 13834.60| 30.00000 13260.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 303-01180 2700.000 TON | 4.00000 10800.00| 5.00000 13500.00| 20.00000 54000.00 COMPACTED AGGREGATE, NO. 53 | | | 0015 303-07662 231.000 TON | 20.00000 4620.00| 40.00000 9240.00| 30.00000 6930.00 STONE , 2 | | | 0016 304-07490 530.000 TON | 120.00000 63600.00| 101.50000 53795.00| 100.00000 53000.00 HMA PATCHING, TYPE B | | | 0017 304-07490 871.000 TON | 50.00000 43550.00| 60.00000 52260.00| 100.00000 87100.00 HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0018 304-07492 307.000 TON | 75.00000 23025.00| 52.50000 16117.50| 58.00000 17806.00 WIDENING WITH HMA, TYPE A | | | 0019 306-08034 81257.000 SYS | 0.50000 40628.50| 0.56000 45503.92| 0.75000 60942.75 MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08042 149840.000 SYS | 0.01000 1498.40| 0.01000 1498.40| 1.25000 187300.00 MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 1380.000 SYS | 2.50000 3450.00| 1.67000 2304.60| 3.00000 4140.00 MILLING, TRANSITION | | | 0022 401-06264 LUMP | 4100.00000 4100.00| 15000.00000 15000.00| 11000.00000 11000.00 PROFILOGRAPH, HMA | | | 0023 401-07322 16000.000 TON | 44.00000 704000.00| 38.00000 608000.00| 46.50000 744000.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0024 402-07432 170.000 TON | 74.00000 12580.00| 56.00000 9520.00| 60.00000 10200.00 HMA SURFACE, TYPE A | | | 0025 402-07451 4110.000 TON | 39.00000 160290.00| 47.00000 193170.00| 40.00000 164400.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0026 406-05520 51.000 TON | 1.00000 51.00| 200.00000 10200.00| 0.01000 0.51 ASPHALT FOR TACK COAT | | | 0027 601-01625 1.000 EACH | 1500.00000 1500.00| 4500.00000 4500.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-04412 1.000 EACH | 700.00000 700.00| 4500.00000 4500.00| 700.00000 700.00 GUARDRAIL, BURIED END | | | 0030 601-94689 14.000 EACH | 2400.00000 33600.00| 4500.00000 63000.00| 3000.00000 42000.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 139.000 LFT | 16.00000 2224.00| 16.00000 2224.00| 16.00000 2224.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 604-06070 50.000 SYS | 43.14000 2157.00| 65.00000 3250.00| 115.00000 5750.00 SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,030.46 ROUTE : SR 9 CALL ORDER : 370 CONTRACT ID : RS-28403-A COUNTIES : LAGRANGE NOBLE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 604-07894 35.000 SYS | 97.00000 3395.00| 90.00000 3150.00| 155.00000 5425.00 CURB RAMP, CONCRETE, A | | | 0034 604-07896 88.000 SYS | 99.00000 8712.00| 45.00000 3960.00| 165.00000 14520.00 CURB RAMP, CONCRETE, B | | | 0035 604-07897 18.000 SYS | 121.00000 2178.00| 165.00000 2970.00| 200.00000 3600.00 CURB RAMP, CONCRETE, C | | | 0036 604-07898 27.000 SYS | 150.00000 4050.00| 125.00000 3375.00| 230.00000 6210.00 CURB RAMP, CONCRETE, D | | | 0037 604-07899 34.000 SYS | 98.00000 3332.00| 77.00000 2618.00| 150.00000 5100.00 CURB RAMP, CONCRETE, E | | | 0038 604-07902 13.000 SYS | 134.00000 1742.00| 195.00000 2535.00| 225.00000 2925.00 CURB RAMP, CONCRETE, H | | | 0039 605-06120 50.000 LFT | 26.37000 1318.50| 35.00000 1750.00| 45.00000 2250.00 CURB, CONCRETE | | | 0040 610-07486 1491.000 TON | 17.00000 25347.00| 75.00000 111825.00| 75.00000 111825.00 HMA FOR APPROACHES, TYPE A | | | 0041 611-06497 9.000 EACH | 130.00000 1170.00| 145.00000 1305.00| 130.00000 1170.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-08232 35.000 EACH | 130.00000 4550.00| 79.00000 2765.00| 130.00000 4550.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0043 612-04315 56.850 TON | 960.00000 54576.00| 960.00000 54576.00| 960.00000 54576.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0044 612-60410 706.000 EACH | 8.00000 5648.00| 8.00000 5648.00| 8.00000 5648.00 DRILLED HOLE FOR UNDERSEAL | | | 0045 615-06520 8.000 EACH | 525.00000 4200.00| 350.00000 2800.00| 450.00000 3600.00 MONUMENT, RE-ESTABLISH | | | 0046 616-02320 390.000 SYS | 2.00000 780.00| 10.00000 3900.00| 3.00000 1170.00 GEOTEXTILES | | | 0047 616-06405 300.000 TON | 25.00000 7500.00| 34.00000 10200.00| 66.00000 19800.00 RIPRAP, REVETMENT | | | 0048 621-06575 120.000 SYS | 22.30000 2676.00| 20.00000 2400.00| 22.30000 2676.00 SODDING, NURSERY | | | 0049 715-02839 112.000 LFT | 142.62000 15973.44| 175.00000 19600.00| 195.00000 21840.00 PIPE, POLYETHYLENE LINER, 24 IN. | | | 0050 715-02840 58.000 LFT | 168.00000 9744.00| 168.00000 9744.00| 190.00000 11020.00 PIPE, POLYETHYLENE LINER, 30 IN. | | | 0051 715-05049 10.000 LFT | 45.93000 459.30| 61.00000 610.00| 140.00000 1400.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0052 715-05119 96.000 LFT | 75.46000 7244.16| 65.00000 6240.00| 95.00000 9120.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,030.46 ROUTE : SR 9 CALL ORDER : 370 CONTRACT ID : RS-28403-A COUNTIES : LAGRANGE NOBLE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 715-05121 104.000 LFT | 140.86000 14649.44| 65.00000 6760.00| 95.00000 9880.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0054 715-08305 91.000 TON | 64.97000 5912.27| 73.00000 6643.00| 80.00000 7280.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0055 715-46005 4.000 EACH | 189.73000 758.92| 300.00000 1200.00| 280.00000 1120.00 PIPE END SECTION, 15 IN. | | | 0056 715-46010 4.000 EACH | 211.88000 847.52| 300.00000 1200.00| 310.00000 1240.00 PIPE END SECTION, 18 IN. | | | 0057 720-44000 6.000 EACH | 250.00000 1500.00| 410.00000 2460.00| 475.00000 2850.00 CASTING, ADJUST TO GRADE | | | 0058 720-44020 4.000 EACH | 500.00000 2000.00| 1100.00000 4400.00| 850.00000 3400.00 CASTING, 3, FURNISH AND ADJUST TO GRADE | | | 0059 801-06203 5600.000 LFT | 0.35000 1960.00| 0.35000 1960.00| 0.35000 1960.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0060 801-06207 13330.000 LFT | 0.01000 133.30| 0.70000 9331.00| 0.01000 133.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0061 801-06640 56.000 EACH | 95.00000 5320.00| 105.00000 5880.00| 105.00000 5880.00 CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP | 116200.00000 116200.00| 271600.00000 271600.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0063 801-92448 400.000 DAY | 2.00000 800.00| 8.00000 3200.00| 2.00000 800.00 CONSTRUCTION SIGNS, MOBILE | | | 0064 802-05704 2.000 LFT | 14.00000 28.00| 14.00000 28.00| 14.00000 28.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0065 802-05705 2.000 LFT | 18.00000 36.00| 18.00000 36.00| 18.00000 36.00 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0066 805-02503 1000.000 LFT | 0.60000 600.00| 0.60000 600.00| 0.60000 600.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0067 805-78785 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 550.00000 1100.00 SIGNAL DETECTOR HOUSING | | | 0068 805-78795 350.000 LFT | 7.80000 2730.00| 7.80000 2730.00| 7.80000 2730.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0069 808-05929 500.000 LFT | 3.00000 1500.00| 3.00000 1500.00| 3.00000 1500.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0070 808-06713 111000.000 LFT | 0.07000 7770.00| 0.08500 9435.00| 0.09000 9990.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 370 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,030.46 ROUTE : SR 9 CALL ORDER : 370 CONTRACT ID : RS-28403-A COUNTIES : LAGRANGE NOBLE LETTING DATE : 10/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 808-75240 9300.000 LFT | 0.24000 2232.00| 0.24000 2232.00| 0.24000 2232.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0072 808-75245 55300.000 LFT | 0.24000 13272.00| 0.24000 13272.00| 0.24000 13272.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0073 808-75297 70.000 LFT | 4.95000 346.50| 4.95000 346.50| 4.95000 346.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0074 808-75994 10.000 EACH | 18.00000 180.00| 18.00000 180.00| 18.00000 180.00 PRISMATIC REFLECTOR | | | 0075 808-75996 980.000 EACH | 6.00000 5880.00| 5.00000 4900.00| 6.00000 5880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0076 808-75998 980.000 EACH | 16.50000 16170.00| 16.50000 16170.00| 16.50000 16170.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 306-08432 14180.000 SYS | 0.01000 141.80| 0.01000 141.80| 0.01000 141.80 MILLING, APPROACH | | | 0078 601-92948 670.000 LFT | 3.00000 2010.00| 6.00000 4020.00| 3.00000 2010.00 GUARDRAIL, ADJUST HEIGHT | | | SECTION TOTALS | $ 1,603,077.35| $ 1,874,833.82| $ 1,994,548.86 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,603,077.35| $ 1,874,833.82| $ 1,994,548.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 94,963.44 ROUTE : SR 8 CALL ORDER : 520 CONTRACT ID : M -27828-A COUNTIES : LAPORTE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 76,690.74 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 79,978.34 104.2868% 3 38-2066594 AGGREGATE INDUSTRIES CENTRAL REGION $ 81,526.16 106.3051% 4 35-1120685 WALSH & KELLY INC $ 88,822.24 115.8187% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 38-2066594 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |AGGREGATE INDUSTRIES CENTRAL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 3800.00000 3800.00| 8750.00000 8750.00| 10300.00000 10300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 306-08034 9155.000 SYS | 2.00000 18310.00| 2.00000 18310.00| 1.00000 9155.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0006 402-07433 800.000 TON | 46.00000 36800.00| 49.50000 39600.00| 54.65000 43720.00 HMA SURFACE, TYPE B | | | 0007 406-05520 3.000 TON | 1.00000 3.00| 400.00000 1200.00| 1800.00000 5400.00 ASPHALT FOR TACK COAT | | | 0008 610-07486 45.000 TON | 80.00000 3600.00| 90.00000 4050.00| 75.00000 3375.00 HMA FOR APPROACHES, TYPE A | | | 0009 801-06207 360.000 LFT | 1.60000 576.00| 0.75000 270.00| 1.50000 540.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 17.000 EACH | 42.00000 714.00| 44.10000 749.70| 47.00000 799.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP | 8200.00000 8200.00| 1850.00000 1850.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0012 808-06712 450.000 LFT | 0.16000 72.00| 0.17000 76.50| 0.18000 81.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 94,963.44 ROUTE : SR 8 CALL ORDER : 520 CONTRACT ID : M -27828-A COUNTIES : LAPORTE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 38-2066594 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |AGGREGATE INDUSTRIES CENTRAL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 808-06713 5766.000 LFT | 0.10000 576.60| 0.11000 634.26| 0.12000 691.92 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 3661.000 LFT | 0.11000 402.71| 0.12000 439.32| 0.14000 512.54 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0015 808-75297 22.000 LFT | 13.56000 298.32| 14.24000 313.28| 15.00000 330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0016 808-75300 81.000 LFT | 3.31000 268.11| 3.48000 281.88| 3.70000 299.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0017 808-75340 2.000 EACH | 234.00000 468.00| 245.70000 491.40| 260.00000 520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0018 306-08432 400.000 SYS | 6.50000 2600.00| 7.40000 2960.00| 2.00000 800.00 MILLING, APPROACH | | | SECTION TOTALS | $ 76,690.74| $ 79,978.34| $ 81,526.16 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 76,690.74| $ 79,978.34| $ 81,526.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 94,963.44 ROUTE : SR 8 CALL ORDER : 520 CONTRACT ID : M -27828-A COUNTIES : LAPORTE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |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 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 4400.00000 4400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 306-08034 9155.000 SYS | 1.10000 10070.50| | MILLING, ASPHALT, 1 1/2 IN. | | | 0006 402-07433 800.000 TON | 56.00000 44800.00| | HMA SURFACE, TYPE B | | | 0007 406-05520 3.000 TON | 800.00000 2400.00| | ASPHALT FOR TACK COAT | | | 0008 610-07486 45.000 TON | 180.00000 8100.00| | HMA FOR APPROACHES, TYPE A | | | 0009 801-06207 360.000 LFT | 1.25000 450.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 17.000 EACH | 42.00000 714.00| | CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP | 7000.00000 7000.00| | MAINTAINING TRAFFIC | | | 0012 808-06712 450.000 LFT | 0.16000 72.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0013 808-06713 5766.000 LFT | 0.10000 576.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 3661.000 LFT | 0.11000 402.71| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0015 808-75297 22.000 LFT | 13.56000 298.32| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0016 808-75300 81.000 LFT | 3.31000 268.11| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0017 808-75340 2.000 EACH | 234.00000 468.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/16/05 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 94,963.44 ROUTE : SR 8 CALL ORDER : 520 CONTRACT ID : M -27828-A COUNTIES : LAPORTE LETTING DATE : 10/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1120685 |( ) |( ) |WALSH & KELLY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 306-08432 400.000 SYS | 22.00000 8800.00| | MILLING, APPROACH | | | SECTION TOTALS | $ 88,822.24| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 88,822.24| $ 0.00| $ ====================================================================================================================================