INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -1 VENDOR RANKING CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 12/15/07 COMPLETION DATE CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : IN41002 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,894,086.85 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,043,945.00 107.9119% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC $ 2,147,900.54 113.4003% 4 35-1139301 E & B PAVING INC $ 2,157,980.31 113.9325% 5 35-1212938 ATLAS EXCAVATING INC $ 2,252,925.39 118.9452% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1065659 |( 3 ) 35-1151771 |ERBER & MILLIGAN CONSTR. CO. |BROOKS CONSTRUCTION COMPANY |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 27470.00000 27470.00| 23896.00000 23896.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1375.00000 11000.00| 1555.00000 12440.00| 2364.79000 18918.32 FIELD OFFICE, B | | | 0003 108-01614 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 3400.00000 3400.00 PARTNERING OVERHEAD | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 94500.00000 94500.00| 102000.00000 102000.00| 146908.44000 146908.44 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 56750.00000 56750.00| 61000.00000 61000.00| 64000.00000 64000.00 CLEARING RIGHT OF WAY | | | 0009 202-02255 6.000 EACH | 250.00000 1500.00| 350.00000 2100.00| 1000.00000 6000.00 TREE, 460 mm, REMOVE | | | 0010 202-03000 LUMP | 45000.00000 45000.00| 50000.00000 50000.00| 37800.00000 37800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0011 202-03000 LUMP | 35000.00000 35000.00| 50000.00000 50000.00| 33800.00000 33800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0012 202-03000 LUMP | 22500.00000 22500.00| 45000.00000 45000.00| 35800.00000 35800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0013 202-03000 LUMP | 62500.00000 62500.00| 90000.00000 90000.00| 30150.00000 30150.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0015 203-02000 3596.000 m3 | 20.00000 71920.00| 35.00000 125860.00| 37.54000 134993.84 EXCAVATION, COMMON | | | 0016 205-02236 19.000 EACH | 80.00000 1520.00| 87.50000 1662.50| 87.50000 1662.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1065659 |( 3 ) 35-1151771 |ERBER & MILLIGAN CONSTR. CO. |BROOKS CONSTRUCTION COMPANY |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 205-06933 2.000 EACH | 80.00000 160.00| 87.50000 175.00| 87.50000 175.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 150.000 m | 5.75000 862.50| 4.86000 729.00| 4.86000 729.00 TEMPORARY SILT FENCE | | | 0020 210-08137 1.000 EACH | 12500.00000 12500.00| 20000.00000 20000.00| 15000.00000 15000.00 STATUE , RESET WITH BASE AND FOUNDATION | | | 0024 304-07490 13.000 Mg | 125.00000 1625.00| 100.00000 1300.00| 100.00000 1300.00 HMA PATCHING, TYPE B | | | 0025 305-08445 815.000 m2 | 38.00000 30970.00| 60.00000 48900.00| 59.99000 48891.85 PCC BASE, 100 mm , UNDER CONCRETE PAVER | | | 0026 306-08043 645.000 m2 | 6.00000 3870.00| 6.00000 3870.00| 8.65000 5579.25 MILLING, TRANSITION | | | 0027 401-07327 426.000 Mg | 85.00000 36210.00| 80.00000 34080.00| 80.00000 34080.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0028 401-07397 711.000 Mg | 75.00000 53325.00| 70.00000 49770.00| 70.00000 49770.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0029 401-07423 2033.000 Mg | 65.00000 132145.00| 60.00000 121980.00| 60.00000 121980.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0030 401-07429 1040.000 Mg | 65.00000 67600.00| 61.00000 63440.00| 61.00000 63440.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0031 402-07433 59.000 Mg | 95.00000 5605.00| 90.00000 5310.00| 90.00000 5310.00 HMA SURFACE, TYPE B | | | 0032 403-05503 24.000 Mg | 120.00000 2880.00| 100.00000 2400.00| 200.00000 4800.00 CMA INTERMEDIATE 9 | | | 0033 406-05520 6.000 Mg | 210.00000 1260.00| 200.00000 1200.00| 200.00000 1200.00 ASPHALT FOR TACK COAT | | | 0034 604-01920 815.000 m2 | 85.00000 69275.00| 85.00000 69275.00| 87.33000 71173.95 CONCRETE PAVERS | | | 0035 604-07894 92.000 m2 | 145.00000 13340.00| 125.00000 11500.00| 187.86000 17283.12 CURB RAMP, CONCRETE, A | | | 0036 604-07896 9.000 m2 | 145.00000 1305.00| 125.00000 1125.00| 227.78000 2050.02 CURB RAMP, CONCRETE, B | | | 0037 604-07901 4.000 m2 | 145.00000 580.00| 125.00000 500.00| 268.68000 1074.72 CURB RAMP, CONCRETE, G | | | 0038 604-07902 60.000 m2 | 145.00000 8700.00| 125.00000 7500.00| 191.17000 11470.20 CURB RAMP, CONCRETE, H | | | 0039 604-07903 9.000 m2 | 145.00000 1305.00| 125.00000 1125.00| 196.91000 1772.19 CURB RAMP, CONCRETE, K | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1065659 |( 3 ) 35-1151771 |ERBER & MILLIGAN CONSTR. CO. |BROOKS CONSTRUCTION COMPANY |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 604-91531 1165.000 m2 | 37.50000 43687.50| 55.00000 64075.00| 60.44000 70412.60 SIDEWALK, CONCRETE, 100 mm | | | 0041 605-06120 158.000 m | 75.00000 11850.00| 100.00000 15800.00| 109.02000 17225.16 CURB, CONCRETE | | | 0042 605-06155 887.000 m | 80.00000 70960.00| 50.00000 44350.00| 63.04000 55916.48 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0043 605-06220 113.000 m | 112.00000 12656.00| 100.00000 11300.00| 231.00000 26103.00 CENTER CURB, A, CONCRETE, MODIFIED | | | 0044 605-06275 31.000 m2 | 125.00000 3875.00| 150.00000 4650.00| 249.44000 7732.64 CENTER CURB, D, CONCRETE, MODIFIED | | | 0045 610-07486 268.000 Mg | 95.00000 25460.00| 85.00000 22780.00| 139.71000 37442.28 HMA FOR APPROACHES, TYPE A | | | 0046 611-05330 277.000 m2 | 50.00000 13850.00| 65.00000 18005.00| 102.81000 28478.37 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0047 615-06505 8.000 EACH | 500.00000 4000.00| 450.00000 3600.00| 450.00000 3600.00 MONUMENT, B | | | 0048 615-06510 1.000 EACH | 350.00000 350.00| 325.00000 325.00| 325.00000 325.00 MONUMENT, C | | | 0049 615-06515 1.000 EACH | 250.00000 250.00| 225.00000 225.00| 225.00000 225.00 MONUMENT, D | | | 0050 615-97797 1.000 EACH | 3500.00000 3500.00| 2480.00000 2480.00| 2480.00000 2480.00 PLAQUE, BRONZE , AND ORNAMENTAL POLE | | | MOUNTING | | | 0051 621-01004 2.000 EACH | 650.00000 1300.00| 733.00000 1466.00| 733.00000 1466.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06560 1099.000 m2 | 1.50000 1648.50| 0.43000 472.57| 0.43000 472.57 MULCHED SEEDING, U | | | 0053 621-06570 216.000 m3 | 45.00000 9720.00| 55.00000 11880.00| 67.74000 14631.84 TOP SOIL | | | 0054 621-06574 416.000 m2 | 8.00000 3328.00| 5.87000 2441.92| 11.99000 4987.84 SODDING | | | 0055 621-98038 5.000 m3 | 200.00000 1000.00| 100.00000 500.00| 100.00000 500.00 MULCH, HARDWOOD SHREDDED BARK | | | 0056 622-05639 39.000 EACH | 64.00000 2496.00| 65.00000 2535.00| 65.00000 2535.00 PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0057 622-05649 8.000 EACH | 350.00000 2800.00| 385.00000 3080.00| 385.00000 3080.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1065659 |( 3 ) 35-1151771 |ERBER & MILLIGAN CONSTR. CO. |BROOKS CONSTRUCTION COMPANY |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 622-05653 2064.000 EACH | 3.80000 7843.20| 4.00000 8256.00| 4.00000 8256.00 PLANT, GROUND COVER | | | 0059 622-05654 298.000 EACH | 20.00000 5960.00| 17.00000 5066.00| 17.00000 5066.00 PLANT, PERENNIAL | | | 0060 714-44240 1.000 m3 | 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 CONCRETE, A, STRUCTURES | | | 0061 715-05048 846.000 m | 11.00000 9306.00| 25.00000 21150.00| 11.75000 9940.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05053 1.000 m | 50.00000 50.00| 30.00000 30.00| 500.00000 500.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0063 715-05149 11.000 m | 100.00000 1100.00| 95.00000 1045.00| 170.11000 1871.21 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0064 715-05151 283.000 m | 110.00000 31130.00| 100.00000 28300.00| 170.25000 48180.75 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0065 715-05152 24.000 m | 130.00000 3120.00| 105.00000 2520.00| 241.92000 5806.08 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0066 715-05154 35.900 m | 160.00000 5744.00| 130.00000 4667.00| 209.51000 7521.41 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0068 718-06532 846.000 m | 3.00000 2538.00| 2.50000 2115.00| 2.50000 2115.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0069 718-52610 191.000 m3 | 40.00000 7640.00| 40.00000 7640.00| 44.90000 8575.90 AGGREGATE FOR UNDERDRAINS | | | 0070 720-03280 1.000 EACH | 5000.00000 5000.00| 5000.00000 5000.00| 5811.61000 5811.61 MANHOLE, TYPE J, MODIFIED | | | 0071 720-44000 11.000 EACH | 320.00000 3520.00| 250.00000 2750.00| 511.53000 5626.83 CASTING, ADJUST TO GRADE | | | 0072 720-44015 1.000 EACH | 750.00000 750.00| 700.00000 700.00| 1072.86000 1072.86 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0073 720-44025 1.000 EACH | 750.00000 750.00| 450.00000 450.00| 459.82000 459.82 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0074 720-45030 2.000 EACH | 1500.00000 3000.00| 2250.00000 4500.00| 1434.65000 2869.30 INLET, E7 | | | 0075 720-45045 6.000 EACH | 1650.00000 9900.00| 2500.00000 15000.00| 1734.18000 10405.08 INLET, J10 | | | 0076 720-45055 5.000 EACH | 1750.00000 8750.00| 2500.00000 12500.00| 1734.18000 8670.90 INLET, M10 | | | 0077 720-45410 6.000 EACH | 2500.00000 15000.00| 2500.00000 15000.00| 2878.22000 17269.32 MANHOLE, C4 | | | 0078 720-45510 1.000 EACH | 4000.00000 4000.00| 5000.00000 5000.00| 2878.23000 2878.23 MANHOLE, C4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1065659 |( 3 ) 35-1151771 |ERBER & MILLIGAN CONSTR. CO. |BROOKS CONSTRUCTION COMPANY |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 720-45605 2.000 m | 2500.00000 5000.00| 1000.00000 2000.00| 1291.76000 2583.52 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0080 720-98174 2.000 EACH | 2000.00000 4000.00| 2500.00000 5000.00| 2628.51000 5257.02 INLET, B15 | | | 0081 720-98555 4.000 EACH | 2000.00000 8000.00| 2500.00000 10000.00| 2627.71000 10510.84 INLET, C15 | | | 0083 732-03942 17.000 EACH | 1500.00000 25500.00| 2000.00000 34000.00| 3223.89000 54806.13 HYDRANT , WATER, HOSEBIB | | | 0084 732-93403 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 5487.85000 5487.85 WATER SERVICE CONNECTION, 18.75 mm , . | | | 75 IN. | | | 0085 801-04308 2.000 EACH | 650.00000 1300.00| 600.00000 1200.00| 700.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06203 2000.000 m | 1.00000 2000.00| 1.05000 2100.00| 2.74000 5480.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0087 801-06207 1300.000 m | 3.50000 4550.00| 5.10000 6630.00| 4.00000 5200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0088 801-06640 20.000 EACH | 225.00000 4500.00| 320.00000 6400.00| 250.00000 5000.00 CONSTRUCTION SIGN, A | | | 0089 801-06645 10.000 EACH | 65.00000 650.00| 125.00000 1250.00| 100.00000 1000.00 CONSTRUCTION SIGN, B | | | 0090 801-06710 200.000 DAY | 20.00000 4000.00| 16.50000 3300.00| 20.00000 4000.00 FLASHING ARROW SIGN | | | 0091 801-06775 LUMP | 45000.00000 45000.00| 50000.00000 50000.00| 29812.88000 29812.88 MAINTAINING TRAFFIC | | | 0092 801-07119 40.000 m | 60.00000 2400.00| 100.00000 4000.00| 105.00000 4200.00 BARRICADE, III-B | | | 0093 802-04314 10.000 EACH | 350.00000 3500.00| 326.00000 3260.00| 326.00000 3260.00 SIGN , TYPE 10 | | | 0094 802-04314 10.000 EACH | 400.00000 4000.00| 273.00000 2730.00| 273.00000 2730.00 SIGN , TYPE 11 | | | 0095 802-05701 36.000 m | 50.00000 1800.00| 51.00000 1836.00| 51.00000 1836.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0096 802-76025 15.250 m2 | 172.00000 2623.00| 237.00000 3614.25| 237.00000 3614.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0099 807-02191 1.000 EACH | 1100.00000 1100.00| 610.00000 610.00| 610.00000 610.00 HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1065659 |( 3 ) 35-1151771 |ERBER & MILLIGAN CONSTR. CO. |BROOKS CONSTRUCTION COMPANY |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 807-03951 15.000 EACH | 6660.00000 99900.00| 5700.00000 85500.00| 5700.00000 85500.00 LIGHT POLE, ORNAMENTAL , 16 FT, TYPE A, | | | TWIN | | | 0101 807-03951 3.000 EACH | 12000.00000 36000.00| 11300.00000 33900.00| 11300.00000 33900.00 LIGHT POLE, ORNAMENTAL , 16 FT, TYPE AA | | | TWIN | | | 0102 807-03951 3.000 EACH | 5550.00000 16650.00| 5500.00000 16500.00| 5500.00000 16500.00 LIGHT POLE, ORNAMENTAL , 24 FT, TYPE B, | | | SINGLE | | | 0103 807-03951 8.000 EACH | 5200.00000 41600.00| 5000.00000 40000.00| 5000.00000 40000.00 LIGHT POLE, ORNAMENTAL , 24 FT, TYPE C, | | | SINGLE | | | 0106 807-04651 908.000 m | 5.60000 5084.80| 4.63000 4204.04| 4.63000 4204.04 WIRE , NO. 8 AWG, CU., IN CONDUIT, 3/4 | | | IN. | | | 0107 807-04651 306.000 m | 2.85000 872.10| 3.94000 1205.64| 3.94000 1205.64 WIRE , NO.12 AWG, CU, IN CONDUIT, 3/4 | | | IN. | | | 0108 807-04652 1.000 EACH | 10000.00000 10000.00| 4200.00000 4200.00| 4200.00000 4200.00 SERVICE POINT | | | 0109 807-04652 3.000 EACH | 6500.00000 19500.00| 3700.00000 11100.00| 3700.00000 11100.00 SERVICE POINT , ELECTRICAL, REFURBISH | | | 0112 807-04866 8.000 EACH | 1500.00000 12000.00| 1790.00000 14320.00| 1790.00000 14320.00 LUMINAIRE , ARCHITECTURAL, TYPE D | | | 0113 807-04866 4.000 EACH | 1500.00000 6000.00| 1740.00000 6960.00| 1740.00000 6960.00 LUMINAIRE , ARCHITECTURAL, TYPE E | | | 0114 808-05878 20.000 EACH | 90.00000 1800.00| 60.00000 1200.00| 50.00000 1000.00 YIELD LINE TRIANGLE, THERMOPLASTIC | | | 0115 808-05929 86.000 m | 6.25000 537.50| 7.50000 645.00| 12.00000 1032.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0116 808-06701 104.000 m | 3.25000 338.00| 2.00000 208.00| 6.00000 624.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0117 808-06703 5.000 m | 3.50000 17.50| 2.00000 10.00| 6.00000 30.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0118 808-06705 13.000 m | 6.50000 84.50| 7.50000 97.50| 12.00000 156.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1065659 |( 3 ) 35-1151771 |ERBER & MILLIGAN CONSTR. CO. |BROOKS CONSTRUCTION COMPANY |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 808-06716 36.000 m | 6.00000 216.00| 3.00000 108.00| 5.00000 180.00 LINE, REMOVE | | | 0120 808-74815 105.000 m | 10.00000 1050.00| 10.00000 1050.00| 18.00000 1890.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0121 808-75245 288.000 m | 3.25000 936.00| 2.00000 576.00| 6.00000 1728.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0122 808-75297 38.000 m | 20.00000 760.00| 16.50000 627.00| 35.00000 1330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0123 808-75320 1.000 EACH | 200.00000 200.00| 80.00000 80.00| 150.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0124 808-75340 2.000 EACH | 850.00000 1700.00| 405.00000 810.00| 600.00000 1200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0125 808-92027 99.000 m | 6.25000 618.75| 7.50000 742.50| 12.00000 1188.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0126 202-03135 30.000 m2 | 50.00000 1500.00| 12.00000 360.00| 18.00000 540.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0127 207-08268 6234.000 m2 | 12.50000 77925.00| 20.00000 124680.00| 25.00000 155850.00 SUBGRADE TREATMENT, TYPE IV | | | 0128 210-08138 40.000 EACH | 820.00000 32800.00| 163.00000 6520.00| 163.00000 6520.00 RECEPTACLE , 110 OUTLET | | | 0129 211-07454 541.000 m3 | 39.50000 21369.50| 30.00000 16230.00| 21.61000 11691.01 STRUCTURE BACKFILL | | | 0130 301-07448 103.000 Mg | 25.00000 2575.00| 35.00000 3605.00| 62.41000 6428.23 COMPACTED AGGREGATE, NO. 53, BASE | | | 0131 715-46020 1.000 EACH | 375.00000 375.00| 550.00000 550.00| 400.70000 400.70 PIPE END SECTION, 600 mm | | | 0132 715-04612 1.000 m | 100.00000 100.00| 250.00000 250.00| 937.73000 937.73 PIPE , PVC, SDR 26, 300 mm | | | 0133 805-06595 60.000 m | 27.50000 1650.00| 78.00000 4680.00| 78.00000 4680.00 CONDUIT, PVC, 50 mm | | | 0134 805-08093 14.000 EACH | 3000.00000 42000.00| 2310.00000 32340.00| 2310.00000 32340.00 POLE , SIGN, ORNAMENTAL, 10 FT., WITH | | | FOOTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1065659 |( 3 ) 35-1151771 |ERBER & MILLIGAN CONSTR. CO. |BROOKS CONSTRUCTION COMPANY |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 807-04443 957.000 m | 18.00000 17226.00| 30.00000 28710.00| 30.00000 28710.00 CONDUIT , PVC, 19 mm, SCHEDULE 40 FOR | | | ELECTRIC | | | 0136 807-04651 5453.000 m | 3.50000 19085.50| 4.36000 23775.08| 4.36000 23775.08 WIRE , NO. 10 AWG, CU, IN CONDUIT, 75 m | | | 0137 807-04671 44.000 EACH | 360.00000 15840.00| 163.00000 7172.00| 163.00000 7172.00 OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0138 807-04779 29.000 EACH | 950.00000 27550.00| 1090.00000 31610.00| 1090.00000 31610.00 CONCRETE FOUNDATION WITH GROUNDING , | | | 610 mm X 1500 mm | | | 0139 202-85996 20.000 EACH | 450.00000 9000.00| 196.00000 3920.00| 196.00000 3920.00 LIGHT STANDARD AND MAST ARM, REMOVE | | | 0140 604-04927 222.000 m | 80.00000 17760.00| 40.00000 8880.00| 80.62000 17897.64 CONCRETE EDGE BAND, PCCP, 300 mm X 200 | | | mm | | | 0141 805-86900 30.000 EACH | 700.00000 21000.00| 444.00000 13320.00| 444.00000 13320.00 JUNCTION BOX , 150 mm X 150 mm X 150 mm | | | ALUMINUM | | | SECTION TOTALS | $ 1,894,086.85| $ 2,043,945.00| $ 2,147,900.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,894,086.85| $ 2,043,945.00| $ 2,147,900.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( ) |E & B PAVING INC |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1600.00000 12800.00| 4000.00000 32000.00| FIELD OFFICE, B | | | 0003 108-01614 LUMP | 5000.00000 5000.00| 7500.00000 7500.00| PARTNERING OVERHEAD | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 107800.00000 107800.00| 112000.00000 112000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 64700.00000 64700.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0009 202-02255 6.000 EACH | 600.00000 3600.00| 5000.00000 30000.00| TREE, 460 mm, REMOVE | | | 0010 202-03000 LUMP | 75000.00000 75000.00| 45000.00000 45000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0011 202-03000 LUMP | 75000.00000 75000.00| 35000.00000 35000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0012 202-03000 LUMP | 65000.00000 65000.00| 22000.00000 22000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0013 202-03000 LUMP | 75000.00000 75000.00| 63000.00000 63000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0015 203-02000 3596.000 m3 | 40.00000 143840.00| 30.00000 107880.00| EXCAVATION, COMMON | | | 0016 205-02236 19.000 EACH | 87.50000 1662.50| 75.00000 1425.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-06933 2.000 EACH | 87.50000 175.00| 75.00000 150.00| TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( ) |E & B PAVING INC |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06937 150.000 m | 4.86000 729.00| 5.60000 840.00| TEMPORARY SILT FENCE | | | 0020 210-08137 1.000 EACH | 7500.00000 7500.00| 16500.00000 16500.00| STATUE , RESET WITH BASE AND FOUNDATION | | | 0024 304-07490 13.000 Mg | 120.00000 1560.00| 131.51000 1709.63| HMA PATCHING, TYPE B | | | 0025 305-08445 815.000 m2 | 27.00000 22005.00| 41.62000 33920.30| PCC BASE, 100 mm , UNDER CONCRETE PAVER | | | 0026 306-08043 645.000 m2 | 5.00000 3225.00| 22.58000 14564.10| MILLING, TRANSITION | | | 0027 401-07327 426.000 Mg | 95.00000 40470.00| 104.12000 44355.12| QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0028 401-07397 711.000 Mg | 85.00000 60435.00| 93.16000 66236.76| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0029 401-07423 2033.000 Mg | 67.00000 136211.00| 73.43000 149283.19| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0030 401-07429 1040.000 Mg | 45.00000 46800.00| 49.32000 51292.80| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0031 402-07433 59.000 Mg | 95.00000 5605.00| 94.25000 5560.75| HMA SURFACE, TYPE B | | | 0032 403-05503 24.000 Mg | 40.00000 960.00| 43.84000 1052.16| CMA INTERMEDIATE 9 | | | 0033 406-05520 6.000 Mg | 200.00000 1200.00| 219.19000 1315.14| ASPHALT FOR TACK COAT | | | 0034 604-01920 815.000 m2 | 55.00000 44825.00| 85.07000 69332.05| CONCRETE PAVERS | | | 0035 604-07894 92.000 m2 | 125.00000 11500.00| 312.18000 28720.56| CURB RAMP, CONCRETE, A | | | 0036 604-07896 9.000 m2 | 150.00000 1350.00| 312.18000 2809.62| CURB RAMP, CONCRETE, B | | | 0037 604-07901 4.000 m2 | 275.00000 1100.00| 520.30000 2081.20| CURB RAMP, CONCRETE, G | | | 0038 604-07902 60.000 m2 | 165.00000 9900.00| 312.18000 18730.80| CURB RAMP, CONCRETE, H | | | 0039 604-07903 9.000 m2 | 140.00000 1260.00| 416.24000 3746.16| CURB RAMP, CONCRETE, K | | | 0040 604-91531 1165.000 m2 | 60.00000 69900.00| 52.03000 60614.95| SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( ) |E & B PAVING INC |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-06120 158.000 m | 115.00000 18170.00| 124.87000 19729.46| CURB, CONCRETE | | | 0042 605-06155 887.000 m | 60.00000 53220.00| 72.84000 64609.08| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0043 605-06220 113.000 m | 100.00000 11300.00| 208.12000 23517.56| CENTER CURB, A, CONCRETE, MODIFIED | | | 0044 605-06275 31.000 m2 | 100.00000 3100.00| 208.12000 6451.72| CENTER CURB, D, CONCRETE, MODIFIED | | | 0045 610-07486 268.000 Mg | 125.00000 33500.00| 136.99000 36713.32| HMA FOR APPROACHES, TYPE A | | | 0046 611-05330 277.000 m2 | 60.00000 16620.00| 93.65000 25941.05| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0047 615-06505 8.000 EACH | 450.00000 3600.00| 450.00000 3600.00| MONUMENT, B | | | 0048 615-06510 1.000 EACH | 325.00000 325.00| 325.00000 325.00| MONUMENT, C | | | 0049 615-06515 1.000 EACH | 225.00000 225.00| 225.00000 225.00| MONUMENT, D | | | 0050 615-97797 1.000 EACH | 2480.00000 2480.00| 2711.89000 2711.89| PLAQUE, BRONZE , AND ORNAMENTAL POLE | | | MOUNTING | | | 0051 621-01004 2.000 EACH | 733.00000 1466.00| 600.00000 1200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06560 1099.000 m2 | 1.00000 1099.00| 1.46000 1604.54| MULCHED SEEDING, U | | | 0053 621-06570 216.000 m3 | 80.00000 17280.00| 124.64000 26922.24| TOP SOIL | | | 0054 621-06574 416.000 m2 | 10.00000 4160.00| 7.80000 3244.80| SODDING | | | 0055 621-98038 5.000 m3 | 100.00000 500.00| 170.00000 850.00| MULCH, HARDWOOD SHREDDED BARK | | | 0056 622-05639 39.000 EACH | 65.00000 2535.00| 62.10000 2421.90| PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0057 622-05649 8.000 EACH | 385.00000 3080.00| 340.00000 2720.00| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( ) |E & B PAVING INC |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 622-05653 2064.000 EACH | 4.00000 8256.00| 3.60000 7430.40| PLANT, GROUND COVER | | | 0059 622-05654 298.000 EACH | 17.00000 5066.00| 18.00000 5364.00| PLANT, PERENNIAL | | | 0060 714-44240 1.000 m3 | 470.00000 470.00| 110.00000 110.00| CONCRETE, A, STRUCTURES | | | 0061 715-05048 846.000 m | 24.00000 20304.00| 11.75000 9940.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0062 715-05053 1.000 m | 10.00000 10.00| 1500.00000 1500.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0063 715-05149 11.000 m | 300.00000 3300.00| 250.00000 2750.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0064 715-05151 283.000 m | 180.00000 50940.00| 265.00000 74995.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0065 715-05152 24.000 m | 187.00000 4488.00| 280.00000 6720.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0066 715-05154 35.900 m | 202.00000 7251.80| 330.00000 11847.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0068 718-06532 846.000 m | 2.50000 2115.00| 2.65000 2241.90| VIDEO INSPECTION FOR UNDERDRAINS | | | 0069 718-52610 191.000 m3 | 38.00000 7258.00| 44.90000 8575.90| AGGREGATE FOR UNDERDRAINS | | | 0070 720-03280 1.000 EACH | 5100.00000 5100.00| 12000.00000 12000.00| MANHOLE, TYPE J, MODIFIED | | | 0071 720-44000 11.000 EACH | 600.00000 6600.00| 600.00000 6600.00| CASTING, ADJUST TO GRADE | | | 0072 720-44015 1.000 EACH | 1100.00000 1100.00| 1200.00000 1200.00| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0073 720-44025 1.000 EACH | 900.00000 900.00| 1200.00000 1200.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0074 720-45030 2.000 EACH | 2000.00000 4000.00| 2500.00000 5000.00| INLET, E7 | | | 0075 720-45045 6.000 EACH | 2200.00000 13200.00| 2800.00000 16800.00| INLET, J10 | | | 0076 720-45055 5.000 EACH | 2200.00000 11000.00| 3000.00000 15000.00| INLET, M10 | | | 0077 720-45410 6.000 EACH | 2500.00000 15000.00| 2400.00000 14400.00| MANHOLE, C4 | | | 0078 720-45510 1.000 EACH | 6200.00000 6200.00| 8000.00000 8000.00| MANHOLE, C4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( ) |E & B PAVING INC |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 720-45605 2.000 m | 900.00000 1800.00| 3000.00000 6000.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0080 720-98174 2.000 EACH | 2800.00000 5600.00| 3500.00000 7000.00| INLET, B15 | | | 0081 720-98555 4.000 EACH | 2200.00000 8800.00| 3600.00000 14400.00| INLET, C15 | | | 0083 732-03942 17.000 EACH | 2100.00000 35700.00| 1500.00000 25500.00| HYDRANT , WATER, HOSEBIB | | | 0084 732-93403 1.000 EACH | 2100.00000 2100.00| 2000.00000 2000.00| WATER SERVICE CONNECTION, 18.75 mm , . | | | 75 IN. | | | 0085 801-04308 2.000 EACH | 700.00000 1400.00| 625.00000 1250.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06203 2000.000 m | 0.50000 1000.00| 0.78000 1560.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0087 801-06207 1300.000 m | 1.00000 1300.00| 3.20000 4160.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0088 801-06640 20.000 EACH | 150.00000 3000.00| 190.00000 3800.00| CONSTRUCTION SIGN, A | | | 0089 801-06645 10.000 EACH | 75.00000 750.00| 65.00000 650.00| CONSTRUCTION SIGN, B | | | 0090 801-06710 200.000 DAY | 10.00000 2000.00| 20.00000 4000.00| FLASHING ARROW SIGN | | | 0091 801-06775 LUMP | 32900.00000 32900.00| 13000.00000 13000.00| MAINTAINING TRAFFIC | | | 0092 801-07119 40.000 m | 100.00000 4000.00| 54.00000 2160.00| BARRICADE, III-B | | | 0093 802-04314 10.000 EACH | 326.00000 3260.00| 340.00000 3400.00| SIGN , TYPE 10 | | | 0094 802-04314 10.000 EACH | 273.00000 2730.00| 285.00000 2850.00| SIGN , TYPE 11 | | | 0095 802-05701 36.000 m | 51.00000 1836.00| 54.00000 1944.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0096 802-76025 15.250 m2 | 237.00000 3614.25| 248.00000 3782.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0099 807-02191 1.000 EACH | 610.00000 610.00| 657.11000 657.11| HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( ) |E & B PAVING INC |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 807-03951 15.000 EACH | 5700.00000 85500.00| 6153.90000 92308.50| LIGHT POLE, ORNAMENTAL , 16 FT, TYPE A, | | | TWIN | | | 0101 807-03951 3.000 EACH | 11300.00000 33900.00| 12307.81000 36923.43| LIGHT POLE, ORNAMENTAL , 16 FT, TYPE AA | | | TWIN | | | 0102 807-03951 3.000 EACH | 5500.00000 16500.00| 5945.30000 17835.90| LIGHT POLE, ORNAMENTAL , 24 FT, TYPE B, | | | SINGLE | | | 0103 807-03951 8.000 EACH | 5000.00000 40000.00| 5423.78000 43390.24| LIGHT POLE, ORNAMENTAL , 24 FT, TYPE C, | | | SINGLE | | | 0106 807-04651 908.000 m | 4.63000 4204.04| 5.07000 4603.56| WIRE , NO. 8 AWG, CU., IN CONDUIT, 3/4 | | | IN. | | | 0107 807-04651 306.000 m | 3.94000 1205.64| 4.31000 1318.86| WIRE , NO.12 AWG, CU, IN CONDUIT, 3/4 | | | IN. | | | 0108 807-04652 1.000 EACH | 4200.00000 4200.00| 4589.35000 4589.35| SERVICE POINT | | | 0109 807-04652 3.000 EACH | 3700.00000 11100.00| 3963.53000 11890.59| SERVICE POINT , ELECTRICAL, REFURBISH | | | 0112 807-04866 8.000 EACH | 1790.00000 14320.00| 1950.48000 15603.84| LUMINAIRE , ARCHITECTURAL, TYPE D | | | 0113 807-04866 4.000 EACH | 1740.00000 6960.00| 1887.89000 7551.56| LUMINAIRE , ARCHITECTURAL, TYPE E | | | 0114 808-05878 20.000 EACH | 52.00000 1040.00| 10.00000 200.00| YIELD LINE TRIANGLE, THERMOPLASTIC | | | 0115 808-05929 86.000 m | 10.00000 860.00| 5.48000 471.28| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0116 808-06701 104.000 m | 7.00000 728.00| 2.72000 282.88| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0117 808-06703 5.000 m | 5.00000 25.00| 2.72000 13.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0118 808-06705 13.000 m | 13.00000 169.00| 5.48000 71.24| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( ) |E & B PAVING INC |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 808-06716 36.000 m | 10.00000 360.00| 9.85000 354.60| LINE, REMOVE | | | 0120 808-74815 105.000 m | 25.00000 2625.00| 8.20000 861.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0121 808-75245 288.000 m | 7.00000 2016.00| 2.72000 783.36| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0122 808-75297 38.000 m | 70.00000 2660.00| 16.40000 623.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0123 808-75320 1.000 EACH | 150.00000 150.00| 150.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0124 808-75340 2.000 EACH | 700.00000 1400.00| 400.00000 800.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0125 808-92027 99.000 m | 12.00000 1188.00| 5.48000 542.52| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0126 202-03135 30.000 m2 | 110.00000 3300.00| 30.00000 900.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0127 207-08268 6234.000 m2 | 27.00000 168318.00| 28.50000 177669.00| SUBGRADE TREATMENT, TYPE IV | | | 0128 210-08138 40.000 EACH | 163.00000 6520.00| 177.32000 7092.80| RECEPTACLE , 110 OUTLET | | | 0129 211-07454 541.000 m3 | 20.00000 10820.00| 54.00000 29214.00| STRUCTURE BACKFILL | | | 0130 301-07448 103.000 Mg | 20.00000 2060.00| 46.85000 4825.55| COMPACTED AGGREGATE, NO. 53, BASE | | | 0131 715-46020 1.000 EACH | 1100.00000 1100.00| 1800.00000 1800.00| PIPE END SECTION, 600 mm | | | 0132 715-04612 1.000 m | 180.00000 180.00| 1500.00000 1500.00| PIPE , PVC, SDR 26, 300 mm | | | 0133 805-06595 60.000 m | 78.00000 4680.00| 85.53000 5131.80| CONDUIT, PVC, 50 mm | | | 0134 805-08093 14.000 EACH | 2310.00000 32340.00| 2513.71000 35191.94| POLE , SIGN, ORNAMENTAL, 10 FT., WITH | | | FOOTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 150 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,037,056.99 ROUTE : CALL ORDER : 150 CONTRACT ID : R -28283-A COUNTIES : DELAWARE LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( ) |E & B PAVING INC |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 807-04443 957.000 m | 30.00000 28710.00| 32.33000 30939.81| CONDUIT , PVC, 19 mm, SCHEDULE 40 FOR | | | ELECTRIC | | | 0136 807-04651 5453.000 m | 4.36000 23775.08| 4.76000 25956.28| WIRE , NO. 10 AWG, CU, IN CONDUIT, 75 m | | | 0137 807-04671 44.000 EACH | 163.00000 7172.00| 177.32000 7802.08| OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | 0138 807-04779 29.000 EACH | 1090.00000 31610.00| 1189.06000 34482.74| CONCRETE FOUNDATION WITH GROUNDING , | | | 610 mm X 1500 mm | | | 0139 202-85996 20.000 EACH | 196.00000 3920.00| 213.82000 4276.40| LIGHT STANDARD AND MAST ARM, REMOVE | | | 0140 604-04927 222.000 m | 105.00000 23310.00| 109.26000 24255.72| CONCRETE EDGE BAND, PCCP, 300 mm X 200 | | | mm | | | 0141 805-86900 30.000 EACH | 444.00000 13320.00| 483.97000 14519.10| JUNCTION BOX , 150 mm X 150 mm X 150 mm | | | ALUMINUM | | | SECTION TOTALS | $ 2,157,980.31| $ 2,252,925.39| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,157,980.31| $ 2,252,925.39| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -1 VENDOR RANKING CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 11/15/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N933005 N933005 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1569222 GRIMMER CONSTRUCTION, INC. $ 4,509,793.81 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,967,356.21 110.1460% 3 35-1120685 WALSH & KELLY INC $ 4,974,612.19 110.3069% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 5,805,052.44 128.7210% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPAIR AND REHABILITATION | | | 0001 105-06845 LUMP | 18600.00000 18600.00| 27000.00000 27000.00| 55000.00000 55000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2600.00000 31200.00| 3000.00000 36000.00| 3300.00000 39600.00 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 | 138000.00000 138000.00| 247920.00000 247920.00| 248500.00000 248500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 66000.00000 66000.00| 148553.00000 148553.00| 110000.00000 110000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 8162.000 SYS | 11.30000 92230.60| 19.10000 155894.20| 14.00000 114268.00 PAVEMENT REMOVAL | | | 0009 202-02273 194.000 SYS | 19.20000 3724.80| 25.25000 4898.50| 35.00000 6790.00 CENTER CURB, CONCRETE, REMOVE | | | 0010 203-02000 2171.000 CYS | 22.20000 48196.20| 40.00000 86840.00| 38.00000 82498.00 EXCAVATION, COMMON | | | 0011 205-06934 0.200 TON | 1270.00000 254.00| 1260.00000 252.00| 1180.00000 236.00 TEMPORARY MULCHING | | | 0012 207-08268 10835.000 SYS | 11.40000 123519.00| 21.50000 232952.50| 17.00000 184195.00 SUBGRADE TREATMENT, TYPE IV | | | 0013 210-05804 LUMP | 5250.00000 5250.00| 5250.00000 5250.00| 5250.00000 5250.00 MISCELLANEOUS ,EQUIPMENT FOR WATER | | | RELOCATION | | | 0014 210-07797 1.000 EACH | 25000.00000 25000.00| 25000.00000 25000.00| 25000.00000 25000.00 WATER ,LINE HOT TAP, 16 IN. INTO 36 INC | | | 0015 210-07797 1.000 EACH | 14400.00000 14400.00| 14400.00000 14400.00| 14400.00000 14400.00 WATER ,LINE HOT TAP, 16 INCH INTO 16 | | | INCH | | | 0016 210-07797 1.000 EACH | 6520.00000 6520.00| 6520.00000 6520.00| 6520.00000 6520.00 WATER ,LINE HOT TAP, 8 INCH INTO 16 INC | | | 0017 210-07797 2.000 EACH | 7780.00000 15560.00| 7780.00000 15560.00| 7780.00000 15560.00 WATER ,LINE, STOP AND CAP, 16 INCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 210-07797 1.000 EACH | 5060.00000 5060.00| 5060.00000 5060.00| 5060.00000 5060.00 WATER ,LINE, STOP AND CAP, 6 INCH | | | 0019 211-07454 10775.000 CYS | 0.01000 107.75| 0.01000 107.75| 0.01000 107.75 STRUCTURE BACKFILL | | | 0020 213-08058 1500.000 CYS | 72.00000 108000.00| 72.00000 108000.00| 72.00000 108000.00 FLOWABLE BACKFILL | | | 0021 304-07489 49.000 TON | 151.00000 7399.00| 160.00000 7840.00| 140.00000 6860.00 HMA PATCHING, TYPE A | | | 0022 306-08034 10250.000 SYS | 2.22000 22755.00| 2.50000 25625.00| 8.50000 87125.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0023 401-07334 1818.000 TON | 77.70000 141258.60| 88.00000 159984.00| 72.00000 130896.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0024 401-07403 1548.000 TON | 66.90000 103561.20| 74.25000 114939.00| 62.00000 95976.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07408 5603.000 TON | 59.40000 332818.20| 55.00000 308165.00| 55.00000 308165.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0026 406-05520 16.000 TON | 648.00000 10368.00| 500.00000 8000.00| 600.00000 9600.00 ASPHALT FOR TACK COAT | | | 0027 605-06140 483.000 LFT | 25.00000 12075.00| 23.20000 11205.60| 35.00000 16905.00 CURB AND GUTTER, CONCRETE | | | 0028 605-06215 435.000 LFT | 40.40000 17574.00| 42.00000 18270.00| 68.00000 29580.00 CENTER CURB, D, CONCRETE | | | 0029 621-01004 2.000 EACH | 567.00000 1134.00| 300.00000 600.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.100 TON | 1830.00000 183.00| 400.00000 40.00| 1695.00000 169.50 FERTILIZER | | | 0031 621-06557 12.000 LBS | 34.70000 416.40| 1.20000 14.40| 32.10000 385.20 SEED MIXTURE, T | | | 0032 621-06567 2.000 kGAL | 140.00000 280.00| 100.00000 200.00| 130.00000 260.00 WATER | | | 0033 621-06575 70.000 SYS | 40.10000 2807.00| 4.00000 280.00| 37.10000 2597.00 SODDING, NURSERY | | | 0034 715-01902 165.000 LFT | 60.90000 10048.50| 60.90000 10048.50| 60.90000 10048.50 WATER SERVICE LINE, 2 IN. | | | 0035 715-02534 2.000 EACH | 2840.00000 5680.00| 2840.00000 5680.00| 2840.00000 5680.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 16 IN. | | | 0036 715-04612 2300.000 LFT | 244.00000 561200.00| 244.00000 561200.00| 244.00000 561200.00 PIPE ,SANITARY SEWER, 36 INCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 715-05149 847.000 LFT | 36.60000 31000.20| 36.60000 31000.20| 36.60000 31000.20 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0038 715-05151 172.000 LFT | 44.60000 7671.20| 44.60000 7671.20| 44.60000 7671.20 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0039 715-05152 9.000 LFT | 85.60000 770.40| 85.60000 770.40| 85.60000 770.40 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0040 715-05154 152.000 LFT | 51.60000 7843.20| 51.60000 7843.20| 51.60000 7843.20 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0041 715-05159 685.000 LFT | 356.00000 243860.00| 356.00000 243860.00| 356.00000 243860.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0042 715-05161 2152.000 LFT | 302.00000 649904.00| 302.00000 649904.00| 302.00000 649904.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0043 715-05408 30.000 LFT | 111.00000 3330.00| 111.00000 3330.00| 111.00000 3330.00 PIPE, SANITARY SEWER, 8 IN. | | | 0044 715-05409 75.000 LFT | 108.00000 8100.00| 108.00000 8100.00| 108.00000 8100.00 PIPE, SANITARY SEWER, 10 IN. | | | 0045 715-05411 85.000 LFT | 109.00000 9265.00| 109.00000 9265.00| 109.00000 9265.00 PIPE, SANITARY SEWER, 12 IN. | | | 0046 715-05412 20.000 LFT | 121.00000 2420.00| 121.00000 2420.00| 121.00000 2420.00 PIPE, SANITARY SEWER, 15 IN. | | | 0047 715-05413 20.000 LFT | 125.00000 2500.00| 125.00000 2500.00| 125.00000 2500.00 PIPE, SANITARY SEWER, 18 IN. | | | 0048 715-05415 158.000 LFT | 160.00000 25280.00| 160.00000 25280.00| 160.00000 25280.00 PIPE, SANITARY SEWER, 24 IN. | | | 0049 715-05417 717.000 LFT | 272.00000 195024.00| 272.00000 195024.00| 272.00000 195024.00 PIPE, SANITARY SEWER, 30 IN. | | | 0050 715-05711 20.000 LFT | 64.70000 1294.00| 64.70000 1294.00| 64.70000 1294.00 PIPE, SANITARY SEWER, 6 IN. | | | 0051 715-05951 356.000 LFT | 307.00000 109292.00| 307.00000 109292.00| 307.00000 109292.00 RELINE EXISTING PIPE STRUCTURE, 36 IN., | | | CURED IN PLACE | | | 0052 715-91739 185.000 LFT | 53.30000 9860.50| 53.30000 9860.50| 53.30000 9860.50 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0053 715-92544 50.000 LFT | 82.50000 4125.00| 82.50000 4125.00| 82.50000 4125.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0054 715-96669 100.000 LFT | 130.00000 13000.00| 130.00000 13000.00| 130.00000 13000.00 WATER MAIN, DUCTILE IRON, 16 IN. | | | 0055 715-97419 25.000 LFT | 193.00000 4825.00| 193.00000 4825.00| 193.00000 4825.00 WATER MAIN, DUCTILE IRON, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 716-07637 338.000 LFT | 2340.00000 790920.00| 2340.00000 790920.00| 2340.00000 790920.00 PIPE INSTALLATION, TRENCHLESS, 48 IN. | | | 0057 720-44000 3.000 EACH | 415.00000 1245.00| 415.00000 1245.00| 415.00000 1245.00 CASTING, ADJUST TO GRADE | | | 0058 720-93501 2.000 EACH | 33000.00000 66000.00| 33000.00000 66000.00| 33000.00000 66000.00 MANHOLE, L4 | | | 0059 720-94612 17.000 EACH | 7180.00000 122060.00| 7180.00000 122060.00| 7180.00000 122060.00 MANHOLE, K4 | | | 0060 720-95422 14.000 EACH | 4630.00000 64820.00| 4630.00000 64820.00| 4630.00000 64820.00 MANHOLE, J4 | | | 0061 720-96999 1.000 EACH | 3530.00000 3530.00| 3530.00000 3530.00| 3530.00000 3530.00 FIRE HYDRANT ASSEMBLY | | | 0062 720-98625 1.000 EACH | 3520.00000 3520.00| 3520.00000 3520.00| 3520.00000 3520.00 MANHOLE, C4, DROP | | | 0063 732-02433 1.000 EACH | 1670.00000 1670.00| 1670.00000 1670.00| 1670.00000 1670.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0064 732-02531 1.000 EACH | 706.00000 706.00| 706.00000 706.00| 706.00000 706.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0065 732-02532 1.000 EACH | 966.00000 966.00| 966.00000 966.00| 966.00000 966.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0066 732-04926 1.000 EACH | 599.00000 599.00| 599.00000 599.00| 599.00000 599.00 VALVE ,WITH BOX, RESTRAINED, GATE, | | | 0067 732-08631 126.000 LFT | 46.50000 5859.00| 46.50000 5859.00| 46.50000 5859.00 SUPPORT ,EXISTING LINE 12 INCH | | | 0068 732-08631 560.000 LFT | 66.90000 37464.00| 66.90000 37464.00| 66.90000 37464.00 SUPPORT ,EXISTING LINE, 16 INCH | | | 0069 732-08631 30.000 LFT | 71.50000 2145.00| 71.50000 2145.00| 71.50000 2145.00 SUPPORT ,EXISTING LINE, 36 INCH | | | 0070 732-91738 79.000 LFT | 35.40000 2796.60| 35.40000 2796.60| 35.40000 2796.60 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0071 732-91742 1.000 EACH | 601.00000 601.00| 601.00000 601.00| 601.00000 601.00 FIRE HYDRANT ,ADJUST | | | 0072 732-91742 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 FIRE HYDRANT ,RELOCATE | | | 0073 732-96629 100.000 LFT | 46.50000 4650.00| 46.50000 4650.00| 46.50000 4650.00 WATER LINE, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 801-01504 11.000 EACH | 28.10000 309.10| 65.00000 715.00| 45.00000 495.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0075 801-06203 47649.000 LFT | 0.14000 6670.86| 0.22000 10482.78| 0.22000 10482.78 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0076 801-06640 22.000 EACH | 178.00000 3916.00| 218.00000 4796.00| 218.00000 4796.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 5.000 EACH | 73.40000 367.00| 60.00000 300.00| 60.00000 300.00 CONSTRUCTION SIGN, B | | | 0078 801-06710 1320.000 DAY | 10.80000 14256.00| 10.00000 13200.00| 10.00000 13200.00 FLASHING ARROW SIGN | | | 0079 801-06775 LUMP | 26000.00000 26000.00| 55000.00000 55000.00| 125000.00000 125000.00 MAINTAINING TRAFFIC | | | 0080 801-07119 210.000 LFT | 23.00000 4830.00| 27.00000 5670.00| 27.00000 5670.00 BARRICADE, III-B | | | 0081 801-07612 421.000 LFT | 2.00000 842.00| 5.20000 2189.20| 3.55000 1494.55 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0082 802-05701 201.000 LFT | 14.00000 2814.00| 13.00000 2613.00| 13.00000 2613.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-76025 62.440 SFT | 14.00000 874.16| 13.00000 811.72| 13.00000 811.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0084 802-76035 46.400 SFT | 15.10000 700.64| 14.00000 649.60| 14.00000 649.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0085 805-01579 LUMP | 3020.00000 3020.00| 2800.00000 2800.00| 2800.00000 2800.00 MISCELLANEOUS EQUIPMENT FOR SYSTEM LOOP | | | AND INTERCONNECT | | | 0086 805-01828 132.000 EACH | 119.00000 15708.00| 110.00000 14520.00| 110.00000 14520.00 TRAFFIC SIGNAL HEAD, REALIGN | | | 0087 805-01842 5.000 EACH | 653.00000 3265.00| 605.00000 3025.00| 605.00000 3025.00 HANDHOLE, SIGNAL | | | 0088 805-02373 1810.000 LFT | 3.20000 5792.00| 3.00000 5430.00| 3.00000 5430.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0089 805-06592 1350.000 LFT | 12.40000 16740.00| 11.45000 15457.50| 11.45000 15457.50 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0090 805-78470 2860.000 LFT | 0.30000 858.00| 0.30000 858.00| 0.30000 858.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 805-78510 2680.000 LFT | 1.10000 2948.00| 1.00000 2680.00| 1.00000 2680.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0092 805-78785 2.000 EACH | 551.00000 1102.00| 510.00000 1020.00| 510.00000 1020.00 SIGNAL DETECTOR HOUSING | | | 0093 805-78795 1215.000 LFT | 8.70000 10570.50| 8.00000 9720.00| 8.00000 9720.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0094 805-99327 9.000 EACH | 110.00000 990.00| 102.00000 918.00| 102.00000 918.00 CONDUIT, SPLICE | | | 0095 808-06701 1563.000 LFT | 0.50000 781.50| 0.49000 765.87| 0.60000 937.80 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0096 808-06703 1995.000 LFT | 0.40000 798.00| 0.49000 977.55| 0.60000 1197.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0097 808-75240 209.000 LFT | 0.50000 104.50| 0.49000 102.41| 0.80000 167.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0098 808-75245 5522.000 LFT | 0.30000 1656.60| 0.49000 2705.78| 0.52000 2871.44 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0099 808-75278 429.000 LFT | 1.60000 686.40| 2.75000 1179.75| 3.05000 1308.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0100 808-75297 521.000 LFT | 2.70000 1406.70| 5.50000 2865.50| 6.10000 3178.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0101 808-75320 15.000 EACH | 52.90000 793.50| 100.00000 1500.00| 110.00000 1650.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0102 808-75325 16.000 EACH | 74.50000 1192.00| 145.00000 2320.00| 160.00000 2560.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0103 808-75340 4.000 EACH | 318.00000 1272.00| 385.00000 1540.00| 430.00000 1720.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0104 808-06716 13500.000 LFT | 0.40000 5400.00| 0.35000 4725.00| 0.46000 6210.00 LINE, REMOVE | | | 0105 808-05866 30.000 SYS | 13.50000 405.00| 20.00000 600.00| 24.00000 720.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0106 808-06368 1250.000 LFT | 0.90000 1125.00| 2.00000 2500.00| 1.80000 2250.00 TRANSVERSE MARKING, REMOVE | | | SECTION TOTALS | $ 4,509,793.81| $ 4,967,356.21| $ 4,974,612.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,509,793.81| $ 4,967,356.21| $ 4,974,612.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( ) |( ) |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPAIR AND REHABILITATION | | | 0001 105-06845 LUMP | 523000.00000 523000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2000.00000 24000.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 290000.00000 290000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 174000.00000 174000.00| | CLEARING RIGHT OF WAY | | | 0008 202-02240 8162.000 SYS | 4.75000 38769.50| | PAVEMENT REMOVAL | | | 0009 202-02273 194.000 SYS | 21.00000 4074.00| | CENTER CURB, CONCRETE, REMOVE | | | 0010 203-02000 2171.000 CYS | 32.00000 69472.00| | EXCAVATION, COMMON | | | 0011 205-06934 0.200 TON | 1180.00000 236.00| | TEMPORARY MULCHING | | | 0012 207-08268 10835.000 SYS | 18.00000 195030.00| | SUBGRADE TREATMENT, TYPE IV | | | 0013 210-05804 LUMP | 5250.00000 5250.00| | MISCELLANEOUS ,EQUIPMENT FOR WATER | | | RELOCATION | | | 0014 210-07797 1.000 EACH | 25000.00000 25000.00| | WATER ,LINE HOT TAP, 16 IN. INTO 36 INC | | | 0015 210-07797 1.000 EACH | 14400.00000 14400.00| | WATER ,LINE HOT TAP, 16 INCH INTO 16 | | | INCH | | | 0016 210-07797 1.000 EACH | 6520.00000 6520.00| | WATER ,LINE HOT TAP, 8 INCH INTO 16 INC | | | 0017 210-07797 2.000 EACH | 7780.00000 15560.00| | WATER ,LINE, STOP AND CAP, 16 INCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( ) |( ) |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 210-07797 1.000 EACH | 5060.00000 5060.00| | WATER ,LINE, STOP AND CAP, 6 INCH | | | 0019 211-07454 10775.000 CYS | 1.72000 18533.00| | STRUCTURE BACKFILL | | | 0020 213-08058 1500.000 CYS | 60.00000 90000.00| | FLOWABLE BACKFILL | | | 0021 304-07489 49.000 TON | 140.00000 6860.00| | HMA PATCHING, TYPE A | | | 0022 306-08034 10250.000 SYS | 1.05000 10762.50| | MILLING, ASPHALT, 1 1/2 IN. | | | 0023 401-07334 1818.000 TON | 72.00000 130896.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0024 401-07403 1548.000 TON | 62.00000 95976.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07408 5603.000 TON | 55.00000 308165.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0026 406-05520 16.000 TON | 600.00000 9600.00| | ASPHALT FOR TACK COAT | | | 0027 605-06140 483.000 LFT | 21.00000 10143.00| | CURB AND GUTTER, CONCRETE | | | 0028 605-06215 435.000 LFT | 35.00000 15225.00| | CENTER CURB, D, CONCRETE | | | 0029 621-01004 2.000 EACH | 525.00000 1050.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 0.100 TON | 1695.00000 169.50| | FERTILIZER | | | 0031 621-06557 12.000 LBS | 32.10000 385.20| | SEED MIXTURE, T | | | 0032 621-06567 2.000 kGAL | 130.00000 260.00| | WATER | | | 0033 621-06575 70.000 SYS | 37.10000 2597.00| | SODDING, NURSERY | | | 0034 715-01902 165.000 LFT | 60.90000 10048.50| | WATER SERVICE LINE, 2 IN. | | | 0035 715-02534 2.000 EACH | 2840.00000 5680.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 16 IN. | | | 0036 715-04612 2300.000 LFT | 244.00000 561200.00| | PIPE ,SANITARY SEWER, 36 INCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( ) |( ) |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 715-05149 847.000 LFT | 36.60000 31000.20| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0038 715-05151 172.000 LFT | 44.60000 7671.20| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0039 715-05152 9.000 LFT | 85.60000 770.40| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0040 715-05154 152.000 LFT | 51.60000 7843.20| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0041 715-05159 685.000 LFT | 356.00000 243860.00| | PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0042 715-05161 2152.000 LFT | 302.00000 649904.00| | PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0043 715-05408 30.000 LFT | 111.00000 3330.00| | PIPE, SANITARY SEWER, 8 IN. | | | 0044 715-05409 75.000 LFT | 108.00000 8100.00| | PIPE, SANITARY SEWER, 10 IN. | | | 0045 715-05411 85.000 LFT | 109.00000 9265.00| | PIPE, SANITARY SEWER, 12 IN. | | | 0046 715-05412 20.000 LFT | 121.00000 2420.00| | PIPE, SANITARY SEWER, 15 IN. | | | 0047 715-05413 20.000 LFT | 125.00000 2500.00| | PIPE, SANITARY SEWER, 18 IN. | | | 0048 715-05415 158.000 LFT | 160.00000 25280.00| | PIPE, SANITARY SEWER, 24 IN. | | | 0049 715-05417 717.000 LFT | 272.00000 195024.00| | PIPE, SANITARY SEWER, 30 IN. | | | 0050 715-05711 20.000 LFT | 64.70000 1294.00| | PIPE, SANITARY SEWER, 6 IN. | | | 0051 715-05951 356.000 LFT | 307.00000 109292.00| | RELINE EXISTING PIPE STRUCTURE, 36 IN., | | | CURED IN PLACE | | | 0052 715-91739 185.000 LFT | 53.30000 9860.50| | WATER MAIN, DUCTILE IRON, 8 IN. | | | 0053 715-92544 50.000 LFT | 82.50000 4125.00| | WATER MAIN, DUCTILE IRON, 12 IN. | | | 0054 715-96669 100.000 LFT | 130.00000 13000.00| | WATER MAIN, DUCTILE IRON, 16 IN. | | | 0055 715-97419 25.000 LFT | 193.00000 4825.00| | WATER MAIN, DUCTILE IRON, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( ) |( ) |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 716-07637 338.000 LFT | 2340.00000 790920.00| | PIPE INSTALLATION, TRENCHLESS, 48 IN. | | | 0057 720-44000 3.000 EACH | 415.00000 1245.00| | CASTING, ADJUST TO GRADE | | | 0058 720-93501 2.000 EACH | 33000.00000 66000.00| | MANHOLE, L4 | | | 0059 720-94612 17.000 EACH | 7180.00000 122060.00| | MANHOLE, K4 | | | 0060 720-95422 14.000 EACH | 4630.00000 64820.00| | MANHOLE, J4 | | | 0061 720-96999 1.000 EACH | 3530.00000 3530.00| | FIRE HYDRANT ASSEMBLY | | | 0062 720-98625 1.000 EACH | 3520.00000 3520.00| | MANHOLE, C4, DROP | | | 0063 732-02433 1.000 EACH | 1670.00000 1670.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0064 732-02531 1.000 EACH | 706.00000 706.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0065 732-02532 1.000 EACH | 966.00000 966.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0066 732-04926 1.000 EACH | 599.00000 599.00| | VALVE ,WITH BOX, RESTRAINED, GATE, | | | 0067 732-08631 126.000 LFT | 46.50000 5859.00| | SUPPORT ,EXISTING LINE 12 INCH | | | 0068 732-08631 560.000 LFT | 66.90000 37464.00| | SUPPORT ,EXISTING LINE, 16 INCH | | | 0069 732-08631 30.000 LFT | 71.50000 2145.00| | SUPPORT ,EXISTING LINE, 36 INCH | | | 0070 732-91738 79.000 LFT | 35.40000 2796.60| | WATER MAIN, DUCTILE IRON, 6 IN. | | | 0071 732-91742 1.000 EACH | 601.00000 601.00| | FIRE HYDRANT ,ADJUST | | | 0072 732-91742 1.000 EACH | 1500.00000 1500.00| | FIRE HYDRANT ,RELOCATE | | | 0073 732-96629 100.000 LFT | 46.50000 4650.00| | WATER LINE, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( ) |( ) |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 801-01504 11.000 EACH | 45.00000 495.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0075 801-06203 47649.000 LFT | 0.22000 10482.78| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0076 801-06640 22.000 EACH | 218.00000 4796.00| | CONSTRUCTION SIGN, A | | | 0077 801-06645 5.000 EACH | 60.00000 300.00| | CONSTRUCTION SIGN, B | | | 0078 801-06710 1320.000 DAY | 10.00000 13200.00| | FLASHING ARROW SIGN | | | 0079 801-06775 LUMP | 575000.00000 575000.00| | MAINTAINING TRAFFIC | | | 0080 801-07119 210.000 LFT | 27.00000 5670.00| | BARRICADE, III-B | | | 0081 801-07612 421.000 LFT | 3.55000 1494.55| | TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0082 802-05701 201.000 LFT | 13.00000 2613.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-76025 62.440 SFT | 13.00000 811.72| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0084 802-76035 46.400 SFT | 14.00000 649.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0085 805-01579 LUMP | 2800.00000 2800.00| | MISCELLANEOUS EQUIPMENT FOR SYSTEM LOOP | | | AND INTERCONNECT | | | 0086 805-01828 132.000 EACH | 110.00000 14520.00| | TRAFFIC SIGNAL HEAD, REALIGN | | | 0087 805-01842 5.000 EACH | 605.00000 3025.00| | HANDHOLE, SIGNAL | | | 0088 805-02373 1810.000 LFT | 3.00000 5430.00| | INTERCONNECT CABLE, FIBER OPTIC | | | 0089 805-06592 1350.000 LFT | 11.45000 15457.50| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0090 805-78470 2860.000 LFT | 0.30000 858.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 160 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,580,297.75 ROUTE : 165TH STREET CALL ORDER : 160 CONTRACT ID : R -28371-B COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( ) |( ) |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 805-78510 2680.000 LFT | 1.00000 2680.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0092 805-78785 2.000 EACH | 510.00000 1020.00| | SIGNAL DETECTOR HOUSING | | | 0093 805-78795 1215.000 LFT | 8.00000 9720.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0094 805-99327 9.000 EACH | 102.00000 918.00| | CONDUIT, SPLICE | | | 0095 808-06701 1563.000 LFT | 0.60000 937.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0096 808-06703 1995.000 LFT | 0.60000 1197.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0097 808-75240 209.000 LFT | 0.80000 167.20| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0098 808-75245 5522.000 LFT | 0.52000 2871.44| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0099 808-75278 429.000 LFT | 3.05000 1308.45| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0100 808-75297 521.000 LFT | 6.10000 3178.10| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0101 808-75320 15.000 EACH | 110.00000 1650.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0102 808-75325 16.000 EACH | 160.00000 2560.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0103 808-75340 4.000 EACH | 430.00000 1720.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0104 808-06716 13500.000 LFT | 0.46000 6210.00| | LINE, REMOVE | | | 0105 808-05866 30.000 SYS | 24.00000 720.00| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0106 808-06368 1250.000 LFT | 1.80000 2250.00| | TRANSVERSE MARKING, REMOVE | | | SECTION TOTALS | $ 5,805,052.44| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,805,052.44| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 170 -1 VENDOR RANKING CALL ORDER : 170 CONTRACT ID : R -28560-A COUNTIES : PORTER LETTING DATE : 01/24/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 08/04/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9964078 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,385,959.36 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,497,496.70 108.0477% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 1,540,812.20 111.1730% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,209.12 ROUTE : IRON HORSE HERITAGE CALL ORDER : 170 CONTRACT ID : R -28560-A COUNTIES : PORTER LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1339168 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Iron Horse Heritage Trail Phase I | | | 0001 105-06845 LUMP | 22800.00000 22800.00| 10000.00000 10000.00| 1533.00000 1533.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 3757.82000 18789.10| 2500.00000 12500.00| 2863.62000 14318.10 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 113.15000 226.30| 200.00000 400.00| 424.00000 848.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 10.000 MOS | 113.15000 1131.50| 200.00000 2000.00| 265.00000 2650.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 110-01001 LUMP | 100000.00000 100000.00| 74750.00000 74750.00| 76916.13000 76916.13 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 38000.00000 38000.00| 45000.00000 45000.00| 55000.00000 55000.00 CLEARING RIGHT OF WAY | | | 0008 203-02080 2.170 MILE | 5000.00000 10850.00| 70000.00000 151900.00| 15000.00000 32550.00 LINEAR GRADING | | | 0009 205-06937 12462.000 LFT | 4.30000 53586.60| 3.58000 44613.96| 5.06000 63057.72 TEMPORARY SILT FENCE | | | 0010 210-04181 3.000 EACH | 876.52000 2629.56| 500.00000 1500.00| 961.97000 2885.91 BICYCLE RACK | | | 0011 211-02050 18.500 CYS | 75.00000 1387.50| 45.00000 832.50| 61.58000 1139.23 B BORROW | | | 0012 301-07448 9987.200 TON | 19.72000 196947.58| 23.00000 229705.60| 24.00000 239692.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-07449 941.000 TON | 30.00000 28230.00| 32.00000 30112.00| 24.00000 22584.00 COMPACTED AGGREGATE, NO. 73 | | | 0014 402-07432 1842.040 TON | 70.00000 128942.80| 83.00000 152889.32| 75.00000 138153.00 HMA SURFACE, TYPE A | | | 0015 402-07435 3680.100 TON | 56.00000 206085.60| 75.00000 276007.50| 65.25000 240126.53 HMA INTERMEDIATE, TYPE A | | | 0016 603-01984 3.000 EACH | 1600.00000 4800.00| 1600.00000 4800.00| 1600.00000 4800.00 BICYCLE GATE | | | 0017 603-03831 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 CONTROL GATE | | | 0018 603-91714 705.000 LFT | 53.60000 37788.00| 53.60000 37788.00| 39.63000 27939.15 FENCE, RAIL, WOOD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,209.12 ROUTE : IRON HORSE HERITAGE CALL ORDER : 170 CONTRACT ID : R -28560-A COUNTIES : PORTER LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1339168 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 603-92636 2311.000 LFT | 14.30000 33047.30| 14.30000 33047.30| 14.30000 33047.30 FENCE, CHAIN LINK, 72 IN. | | | 0020 605-06120 3089.000 LFT | 14.50000 44790.50| 17.50000 54057.50| 16.00000 49424.00 CURB, CONCRETE | | | 0021 611-03671 4.000 EACH | 1712.50000 6850.00| 2000.00000 8000.00| 4304.12000 17216.48 TRASH RECEPTACLE | | | 0022 616-06406 107.000 SYS | 65.14000 6969.98| 35.00000 3745.00| 35.05000 3750.35 RIPRAP, REVETMENT | | | 0023 621-06559 26638.000 SYS | 0.58000 15450.04| 0.58000 15450.04| 0.58000 15450.04 MULCHED SEEDING, R | | | 0024 711-91996 LUMP | 277005.58000 277005.58| 2500.00000 2500.00| 8000.02000 8000.02 REPAIR EXISTING STRUCTURE | | | 0025 712-03812 3.000 EACH | 1721.57000 5164.71| 650.00000 1950.00| 1149.33000 3447.99 BENCH | | | 0026 715-06517 40.000 LFT | 38.59000 1543.60| 95.00000 3800.00| 18.92000 756.80 PIPE, CORRUGATED PE, S, 12 IN. | | | 0027 715-46000 3.000 EACH | 385.87000 1157.61| 600.00000 1800.00| 730.30000 2190.90 PIPE END SECTION, 12 IN. | | | 0028 802-76025 114.980 SFT | 25.00000 2874.50| 16.00000 1839.68| 20.89000 2401.93 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0029 802-96248 283.500 LFT | 10.00000 2835.00| 46.00000 13041.00| 7.65000 2168.78 POST, WOOD, 4 IN. X 4 IN. | | | 0030 808-03178 9.000 EACH | 210.00000 1890.00| 205.00000 1845.00| 132.00000 1188.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0031 808-06068 10.000 EACH | 225.00000 2250.00| 220.00000 2200.00| 73.00000 730.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, HANDICAP SYMBOL | | | 0032 808-06703 4575.000 LFT | 0.50000 2287.50| 0.45000 2058.75| 0.46000 2104.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0033 808-75245 1539.000 LFT | 0.50000 769.50| 0.45000 692.55| 0.46000 707.94 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. EAST PARKING LOT HANDICAP SPOTS | | | 0034 303-02051 100.000 TON | 75.00000 7500.00| 40.00000 4000.00| 52.55000 5255.00 STONE, 2 | | | 0035 621-01004 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,209.12 ROUTE : IRON HORSE HERITAGE CALL ORDER : 170 CONTRACT ID : R -28560-A COUNTIES : PORTER LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1339168 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 702-93722 15.000 CYS | 600.00000 9000.00| 1000.00000 15000.00| 1969.24000 29538.60 CONCRETE, C | | | 0037 703-51032 1040.000 LBS | 2.50000 2600.00| 3.00000 3120.00| 1.50000 1560.00 REINFORCING STEEL, EPOXY COATED | | | 0038 202-51328 LUMP | 15000.00000 15000.00| 12000.00000 12000.00| 33204.00000 33204.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | REMOVE STRINGERS, 2110.00 LBS | | | 0039 711-51035 2110.000 LBS | 1.00000 2110.00| 5.00000 10550.00| 30.00000 63300.00 STRUCTURAL STEEL , FURNISHING & ERECTIN | | | 0040 202-62420 170.000 LFT | 10.00000 1700.00| 15.00000 2550.00| 40.00000 6800.00 BRIDGE RAILING, REMOVE | | | 0041 706-91664 240.000 LFT | 65.00000 15600.00| 225.00000 54000.00| 215.00000 51600.00 PIPE RAILING | | | 0042 712-95676 5.630 MFBM | 1000.00000 5630.00| 6000.00000 33780.00| 8500.00000 47855.00 LUMBER AND TIMBER, TREATED | | | 0043 202-01000 LUMP | 5000.00000 5000.00| 25000.00000 25000.00| 750.00000 750.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | EXISTING BRIDGE APPROACHES | | | 0044 206-51225 24.000 CYS | 100.00000 2400.00| 50.00000 1200.00| 75.00000 1800.00 EXCAVATION, DRY | | | 0045 708-51813 10.000 SFT | 175.00000 1750.00| 2000.00000 20000.00| 350.00000 3500.00 PNEUMATICALLY PLACED MORTAR | | | 0046 722-51852 1836.000 SFT | 8.00000 14688.00| 20.00000 36720.00| 95.00000 174420.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 619-95457 LUMP | 39000.00000 39000.00| 41000.00000 41000.00| 39800.00000 39800.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0048 202-99080 15.500 CYS | 300.00000 4650.00| 1000.00000 15500.00| 800.00000 12400.00 CONCRETE, REMOVE | | | SECTION TOTALS | $ 1,385,959.36| $ 1,497,496.70| $ 1,540,812.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,385,959.36| $ 1,497,496.70| $ 1,540,812.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -1 VENDOR RANKING CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 08/31/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5520009 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 32-0154474 JCI BRIDGE GROUP INC $ 369,717.01 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 401,457.56 108.5851% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 417,344.52 112.8822% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 429,023.04 116.0409% 5 35-1185040 NIBLOCK EXCAVATING INC $ 429,516.00 116.1743% 6 38-1625197 SELGE CONSTRUCTION CO. INC. $ 453,901.67 122.7700% 7 35-1817530 PIONEER ASSOCIATES, INC. $ 454,060.30 122.8129% 8 35-1489621 HRP CONSTRUCTION, INC. $ 498,564.31 134.8502% 9 90-0177865 HIS CONSTRUCTORS LLC $ 512,445.78 138.6049% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,708.93 ROUTE : STATE ROAD 13 CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1339168 |( 3 ) 35-1065659 |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DISTRICT SMALL STRUCTURE PROJECT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 1533.00000 1533.00| 8970.00000 8970.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 2000.00000 10000.00| 2423.38000 12116.90| 1590.00000 7950.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP | 18000.00000 18000.00| 20000.00000 20000.00| 20883.00000 20883.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 1500.00000 1500.00| 8000.00000 8000.00| 12530.00000 12530.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP | 14300.00000 14300.00| 34075.42000 34075.42| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1101.000 CYS | 12.00000 13212.00| 12.00000 13212.00| 18.80000 20698.80 EXCAVATION, COMMON | | | 0007 205-06931 79.750 TON | 30.00000 2392.50| 40.00000 3190.00| 43.80000 3493.05 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06936 87.640 TON | 40.00000 3505.60| 41.00000 3593.24| 43.80000 3838.63 TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 225.000 LFT | 2.38000 535.50| 3.27000 735.75| 2.38000 535.50 TEMPORARY SILT FENCE | | | 0010 206-51220 186.000 CYS | 15.00000 2790.00| 23.47000 4365.42| 26.60000 4947.60 EXCAVATION, WET | | | 0011 207-08263 1045.000 SYS | 16.00000 16720.00| 18.72000 19562.40| 14.20000 14839.00 SUBGRADE TREATMENT, TYPE IA | | | 0012 211-07454 241.000 CYS | 16.00000 3856.00| 27.84000 6709.44| 39.50000 9519.50 STRUCTURE BACKFILL | | | 0013 301-07448 1041.000 TON | 22.00000 22902.00| 20.68000 21527.88| 18.00000 18738.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 306-08043 320.000 SYS | 12.00000 3840.00| 8.98000 2873.60| 9.15000 2928.00 MILLING, TRANSITION | | | 0015 402-07432 67.500 TON | 75.00000 5062.50| 75.00000 5062.50| 94.00000 6345.00 HMA SURFACE, TYPE A | | | 0016 402-07434 160.500 TON | 75.00000 12037.50| 75.00000 12037.50| 72.00000 11556.00 HMA SURFACE, TYPE C | | | 0017 402-07435 10.910 TON | 61.00000 665.51| 61.00000 665.51| 87.00000 949.17 HMA INTERMEDIATE, TYPE A | | | 0018 402-07439 407.670 TON | 61.00000 24867.87| 61.00000 24867.87| 48.00000 19568.16 HMA INTERMEDIATE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,708.93 ROUTE : STATE ROAD 13 CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1339168 |( 3 ) 35-1065659 |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07440 187.100 TON | 55.00000 10290.50| 55.00000 10290.50| 56.00000 10477.60 HMA BASE, TYPE A | | | 0020 402-07442 130.110 TON | 55.00000 7156.05| 55.00000 7156.05| 58.50000 7611.44 HMA BASE, TYPE C | | | 0021 404-05511 796.000 SYS | 6.00000 4776.00| 6.00000 4776.00| 4.51000 3589.96 SEAL COAT, 2 | | | 0022 406-05521 3343.000 SYS | 0.50000 1671.50| 0.50000 1671.50| 0.06000 200.58 ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH | 2700.00000 5400.00| 2700.00000 5400.00| 2700.00000 5400.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH | 2315.00000 9260.00| 2315.00000 9260.00| 3760.00000 15040.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 131.250 LFT | 16.50000 2165.63| 16.50000 2165.63| 16.50000 2165.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 611-06497 1.000 EACH | 150.00000 150.00| 149.00000 149.00| 149.00000 149.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 615-06490 12.000 EACH | 200.00000 2400.00| 124.00000 1488.00| 124.00000 1488.00 RIGHT OF WAY MARKER | | | 0028 615-06505 2.000 EACH | 375.00000 750.00| 625.00000 1250.00| 625.00000 1250.00 MONUMENT, B | | | 0029 616-02320 534.000 SYS | 4.00000 2136.00| 2.47000 1318.98| 5.40000 2883.60 GEOTEXTILES | | | 0030 616-03472 461.000 TON | 40.00000 18440.00| 35.52000 16374.72| 35.90000 16549.90 RIPRAP, REVEMENT 18 IN. | | | 0031 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 0.500 TON | 1130.00000 565.00| 1130.00000 565.00| 1130.00000 565.00 FERTILIZER | | | 0033 621-06553 175.000 LBS | 5.95000 1041.25| 5.95000 1041.25| 5.95000 1041.25 SEED MIXTURE, R | | | 0034 621-06565 2.000 TON | 860.00000 1720.00| 860.00000 1720.00| 860.00000 1720.00 MULCHING MATERIAL | | | 0035 621-06567 20.000 kGAL | 22.00000 440.00| 22.00000 440.00| 22.00000 440.00 WATER | | | 0036 621-06574 1035.000 SYS | 4.72000 4885.20| 4.72000 4885.20| 4.72000 4885.20 SODDING | | | 0037 622-98200 4.000 EACH | 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,708.93 ROUTE : STATE ROAD 13 CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1339168 |( 3 ) 35-1065659 |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 714-06660 38.350 SYS | 820.00000 31447.00| 1000.00000 38350.00| 425.00000 16298.75 WINGWALL | | | 0039 714-07544 52.000 LFT | 1725.00000 89700.00| 1450.00000 75400.00| 2225.00000 115700.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | 0040 715-05169 26.000 LFT | 43.00000 1118.00| 69.67000 1811.42| 38.00000 988.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0041 715-46005 2.000 EACH | 275.00000 550.00| 709.61000 1419.22| 380.00000 760.00 PIPE END SECTION, 15 IN. | | | 0042 801-04308 5.000 EACH | 135.00000 675.00| 135.00000 675.00| 135.00000 675.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06625 29.000 EACH | 66.00000 1914.00| 66.00000 1914.00| 66.00000 1914.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 18.000 EACH | 65.00000 1170.00| 65.00000 1170.00| 65.00000 1170.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH | 20.00000 40.00| 20.00000 40.00| 20.00000 40.00 CONSTRUCTION SIGN, B | | | 0046 801-07118 144.000 LFT | 11.25000 1620.00| 11.25000 1620.00| 11.25000 1620.00 BARRICADE, III-A | | | 0047 801-07119 144.000 LFT | 11.25000 1620.00| 11.25000 1620.00| 11.25000 1620.00 BARRICADE, III-B | | | 0048 802-02158 5.000 EACH | 88.34000 441.70| 950.00000 4750.00| 125.00000 625.00 SIGN, PANEL, REMOVE AND REINSTALL | | | 0049 808-06712 182.000 LFT | 0.85000 154.70| 0.85000 154.70| 0.85000 154.70 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0050 808-06713 1450.000 LFT | 0.85000 1232.50| 0.85000 1232.50| 0.85000 1232.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0051 601-97774 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , STAGE 1 | | | 0052 601-97774 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , STAGE 2 | | | 0053 801-06775 LUMP | 1200.00000 1200.00| 4820.46000 4820.46| 10400.00000 10400.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 369,717.01| $ 401,457.56| $ 417,344.52 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 369,717.01| $ 401,457.56| $ 417,344.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,708.93 ROUTE : STATE ROAD 13 CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1185040 |( 6 ) 38-1625197 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DISTRICT SMALL STRUCTURE PROJECT | | | 0001 105-06845 LUMP | 15700.00000 15700.00| 15000.00000 15000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 2000.00000 10000.00| 1500.00000 7500.00| 2000.00000 10000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP | 20900.00000 20900.00| 20000.00000 20000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 26800.00000 26800.00| 22700.00000 22700.00| 14300.00000 14300.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP | 27000.00000 27000.00| 20000.00000 20000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1101.000 CYS | 2.70000 2972.70| 12.15000 13377.15| 35.00000 38535.00 EXCAVATION, COMMON | | | 0007 205-06931 79.750 TON | 40.00000 3190.00| 50.00000 3987.50| 37.60000 2998.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06936 87.640 TON | 45.56000 3992.88| 35.00000 3067.40| 42.60000 3733.46 TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 225.000 LFT | 2.38000 535.50| 2.38000 535.50| 2.50000 562.50 TEMPORARY SILT FENCE | | | 0010 206-51220 186.000 CYS | 35.00000 6510.00| 15.00000 2790.00| 50.00000 9300.00 EXCAVATION, WET | | | 0011 207-08263 1045.000 SYS | 20.00000 20900.00| 17.85000 18653.25| 25.05000 26177.25 SUBGRADE TREATMENT, TYPE IA | | | 0012 211-07454 241.000 CYS | 12.00000 2892.00| 45.00000 10845.00| 10.85000 2614.85 STRUCTURE BACKFILL | | | 0013 301-07448 1041.000 TON | 18.00000 18738.00| 16.00000 16656.00| 14.90000 15510.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 306-08043 320.000 SYS | 14.00000 4480.00| 6.00000 1920.00| 5.50000 1760.00 MILLING, TRANSITION | | | 0015 402-07432 67.500 TON | 75.00000 5062.50| 75.00000 5062.50| 75.00000 5062.50 HMA SURFACE, TYPE A | | | 0016 402-07434 160.500 TON | 75.00000 12037.50| 75.00000 12037.50| 75.00000 12037.50 HMA SURFACE, TYPE C | | | 0017 402-07435 10.910 TON | 61.00000 665.51| 65.00000 709.15| 61.00000 665.51 HMA INTERMEDIATE, TYPE A | | | 0018 402-07439 407.670 TON | 61.00000 24867.87| 65.00000 26498.55| 61.00000 24867.87 HMA INTERMEDIATE, TYPE C | | | 0019 402-07440 187.100 TON | 55.00000 10290.50| 65.00000 12161.50| 55.00000 10290.50 HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,708.93 ROUTE : STATE ROAD 13 CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1185040 |( 6 ) 38-1625197 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07442 130.110 TON | 55.00000 7156.05| 65.00000 8457.15| 55.00000 7156.05 HMA BASE, TYPE C | | | 0021 404-05511 796.000 SYS | 6.00000 4776.00| 6.20000 4935.20| 6.00000 4776.00 SEAL COAT, 2 | | | 0022 406-05521 3343.000 SYS | 0.50000 1671.50| 0.15000 501.45| 0.50000 1671.50 ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH | 2700.00000 5400.00| 2700.00000 5400.00| 2700.00000 5400.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH | 2315.00000 9260.00| 2315.00000 9260.00| 2315.00000 9260.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 131.250 LFT | 16.50000 2165.63| 17.00000 2231.25| 16.50000 2165.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 611-06497 1.000 EACH | 185.00000 185.00| 149.00000 149.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 615-06490 12.000 EACH | 124.00000 1488.00| 124.00000 1488.00| 124.00000 1488.00 RIGHT OF WAY MARKER | | | 0028 615-06505 2.000 EACH | 625.00000 1250.00| 625.00000 1250.00| 625.00000 1250.00 MONUMENT, B | | | 0029 616-02320 534.000 SYS | 3.00000 1602.00| 4.20000 2242.80| 2.00000 1068.00 GEOTEXTILES | | | 0030 616-03472 461.000 TON | 30.00000 13830.00| 35.50000 16365.50| 32.60000 15028.60 RIPRAP, REVEMENT 18 IN. | | | 0031 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 0.500 TON | 1130.00000 565.00| 1130.00000 565.00| 1130.00000 565.00 FERTILIZER | | | 0033 621-06553 175.000 LBS | 5.95000 1041.25| 5.95000 1041.25| 5.95000 1041.25 SEED MIXTURE, R | | | 0034 621-06565 2.000 TON | 860.00000 1720.00| 860.00000 1720.00| 860.00000 1720.00 MULCHING MATERIAL | | | 0035 621-06567 20.000 kGAL | 22.00000 440.00| 22.00000 440.00| 22.00000 440.00 WATER | | | 0036 621-06574 1035.000 SYS | 4.72000 4885.20| 4.72000 4885.20| 4.75000 4916.25 SODDING | | | 0037 622-98200 4.000 EACH | 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0038 714-06660 38.350 SYS | 775.00000 29721.25| 1220.00000 46787.00| 665.00000 25502.75 WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,708.93 ROUTE : STATE ROAD 13 CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1185040 |( 6 ) 38-1625197 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 714-07544 52.000 LFT | 1975.00000 102700.00| 1685.00000 87620.00| 2400.00000 124800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | 0040 715-05169 26.000 LFT | 60.00000 1560.00| 32.50000 845.00| 35.00000 910.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0041 715-46005 2.000 EACH | 310.00000 620.00| 265.00000 530.00| 225.00000 450.00 PIPE END SECTION, 15 IN. | | | 0042 801-04308 5.000 EACH | 135.00000 675.00| 135.00000 675.00| 135.00000 675.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06625 29.000 EACH | 66.00000 1914.00| 66.00000 1914.00| 66.00000 1914.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 18.000 EACH | 65.00000 1170.00| 65.00000 1170.00| 65.00000 1170.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH | 20.00000 40.00| 20.00000 40.00| 20.00000 40.00 CONSTRUCTION SIGN, B | | | 0046 801-07118 144.000 LFT | 11.25000 1620.00| 11.25000 1620.00| 11.25000 1620.00 BARRICADE, III-A | | | 0047 801-07119 144.000 LFT | 11.25000 1620.00| 11.25000 1620.00| 11.25000 1620.00 BARRICADE, III-B | | | 0048 802-02158 5.000 EACH | 225.00000 1125.00| 95.00000 475.00| 180.00000 900.00 SIGN, PANEL, REMOVE AND REINSTALL | | | 0049 808-06712 182.000 LFT | 0.85000 154.70| 0.85000 154.70| 0.85000 154.70 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0050 808-06713 1450.000 LFT | 0.85000 1232.50| 0.85000 1232.50| 0.85000 1232.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0051 601-97774 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , STAGE 1 | | | 0052 601-97774 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , STAGE 2 | | | 0053 801-06775 LUMP | 7500.00000 7500.00| 8000.00000 8000.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 429,023.04| $ 429,516.00| $ 453,901.67 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 429,023.04| $ 429,516.00| $ 453,901.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,708.93 ROUTE : STATE ROAD 13 CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817530 |( 8 ) 35-1489621 |( 9 ) 90-0177865 |PIONEER ASSOCIATES, INC. |HRP CONSTRUCTION, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DISTRICT SMALL STRUCTURE PROJECT | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 6000.00000 6000.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1800.00000 9000.00| 2200.00000 11000.00| 2100.00000 10500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP | 22600.00000 22600.00| 22000.00000 22000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 1357.00000 1357.00| 5000.00000 5000.00| 500.00000 500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP | 22000.00000 22000.00| 20000.00000 20000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1101.000 CYS | 26.00000 28626.00| 8.00000 8808.00| 35.00000 38535.00 EXCAVATION, COMMON | | | 0007 205-06931 79.750 TON | 128.00000 10208.00| 40.00000 3190.00| 65.00000 5183.75 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06936 87.640 TON | 165.00000 14460.60| 40.00000 3505.60| 33.00000 2892.12 TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 225.000 LFT | 4.30000 967.50| 2.38000 535.50| 2.50000 562.50 TEMPORARY SILT FENCE | | | 0010 206-51220 186.000 CYS | 85.00000 15810.00| 8.00000 1488.00| 35.00000 6510.00 EXCAVATION, WET | | | 0011 207-08263 1045.000 SYS | 22.00000 22990.00| 7.00000 7315.00| 20.00000 20900.00 SUBGRADE TREATMENT, TYPE IA | | | 0012 211-07454 241.000 CYS | 37.00000 8917.00| 8.00000 1928.00| 35.00000 8435.00 STRUCTURE BACKFILL | | | 0013 301-07448 1041.000 TON | 17.00000 17697.00| 15.00000 15615.00| 21.00000 21861.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 306-08043 320.000 SYS | 9.00000 2880.00| 15.00000 4800.00| 11.00000 3520.00 MILLING, TRANSITION | | | 0015 402-07432 67.500 TON | 75.00000 5062.50| 75.00000 5062.50| 77.00000 5197.50 HMA SURFACE, TYPE A | | | 0016 402-07434 160.500 TON | 75.00000 12037.50| 75.00000 12037.50| 77.00000 12358.50 HMA SURFACE, TYPE C | | | 0017 402-07435 10.910 TON | 61.00000 665.51| 61.00000 665.51| 63.00000 687.33 HMA INTERMEDIATE, TYPE A | | | 0018 402-07439 407.670 TON | 61.00000 24867.87| 61.00000 24867.87| 63.00000 25683.21 HMA INTERMEDIATE, TYPE C | | | 0019 402-07440 187.100 TON | 55.00000 10290.50| 55.00000 10290.50| 57.00000 10664.70 HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,708.93 ROUTE : STATE ROAD 13 CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817530 |( 8 ) 35-1489621 |( 9 ) 90-0177865 |PIONEER ASSOCIATES, INC. |HRP CONSTRUCTION, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07442 130.110 TON | 55.00000 7156.05| 55.00000 7156.05| 27.00000 3512.97 HMA BASE, TYPE C | | | 0021 404-05511 796.000 SYS | 6.00000 4776.00| 6.00000 4776.00| 6.10000 4855.60 SEAL COAT, 2 | | | 0022 406-05521 3343.000 SYS | 0.50000 1671.50| 0.50000 1671.50| 0.50000 1671.50 ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH | 2700.00000 5400.00| 2700.00000 5400.00| 2400.00000 4800.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH | 2315.00000 9260.00| 2315.00000 9260.00| 2500.00000 10000.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 131.250 LFT | 16.50000 2165.63| 16.50000 2165.63| 17.00000 2231.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 611-06497 1.000 EACH | 185.00000 185.00| 185.00000 185.00| 185.00000 185.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 615-06490 12.000 EACH | 124.00000 1488.00| 124.00000 1488.00| 150.00000 1800.00 RIGHT OF WAY MARKER | | | 0028 615-06505 2.000 EACH | 625.00000 1250.00| 625.00000 1250.00| 550.00000 1100.00 MONUMENT, B | | | 0029 616-02320 534.000 SYS | 3.00000 1602.00| 1.00000 534.00| 4.00000 2136.00 GEOTEXTILES | | | 0030 616-03472 461.000 TON | 51.00000 23511.00| 45.00000 20745.00| 65.00000 29965.00 RIPRAP, REVEMENT 18 IN. | | | 0031 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 510.00000 1020.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 0.500 TON | 1130.00000 565.00| 1130.00000 565.00| 1200.00000 600.00 FERTILIZER | | | 0033 621-06553 175.000 LBS | 5.95000 1041.25| 5.95000 1041.25| 6.00000 1050.00 SEED MIXTURE, R | | | 0034 621-06565 2.000 TON | 860.00000 1720.00| 860.00000 1720.00| 900.00000 1800.00 MULCHING MATERIAL | | | 0035 621-06567 20.000 kGAL | 22.00000 440.00| 22.00000 440.00| 22.00000 440.00 WATER | | | 0036 621-06574 1035.000 SYS | 4.72000 4885.20| 4.72000 4885.20| 5.00000 5175.00 SODDING | | | 0037 622-98200 4.000 EACH | 25.00000 100.00| 25.00000 100.00| 26.00000 104.00 SIGN, DO NOT DISTURB | | | 0038 714-06660 38.350 SYS | 1041.00000 39922.35| 2090.00000 80151.50| 1300.00000 49855.00 WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,708.93 ROUTE : STATE ROAD 13 CALL ORDER : 180 CONTRACT ID : R -28875-A COUNTIES : ELKHART LETTING DATE : 01/24/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817530 |( 8 ) 35-1489621 |( 9 ) 90-0177865 |PIONEER ASSOCIATES, INC. |HRP CONSTRUCTION, INC. |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 714-07544 52.000 LFT | 1800.00000 93600.00| 3100.00000 161200.00| 2400.00000 124800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 7 FT. | | | 0040 715-05169 26.000 LFT | 30.00000 780.00| 40.00000 1040.00| 50.00000 1300.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0041 715-46005 2.000 EACH | 310.00000 620.00| 530.00000 1060.00| 425.00000 850.00 PIPE END SECTION, 15 IN. | | | 0042 801-04308 5.000 EACH | 135.00000 675.00| 135.00000 675.00| 140.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06625 29.000 EACH | 66.00000 1914.00| 66.00000 1914.00| 67.00000 1943.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 18.000 EACH | 65.00000 1170.00| 65.00000 1170.00| 66.00000 1188.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH | 20.00000 40.00| 20.00000 40.00| 21.00000 42.00 CONSTRUCTION SIGN, B | | | 0046 801-07118 144.000 LFT | 11.25000 1620.00| 11.25000 1620.00| 11.50000 1656.00 BARRICADE, III-A | | | 0047 801-07119 144.000 LFT | 11.25000 1620.00| 11.25000 1620.00| 11.50000 1656.00 BARRICADE, III-B | | | 0048 802-02158 5.000 EACH | 950.00000 4750.00| 179.00000 895.00| 0.01000 0.05 SIGN, PANEL, REMOVE AND REINSTALL | | | 0049 808-06712 182.000 LFT | 1.12000 203.84| 0.85000 154.70| 0.90000 163.80 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0050 808-06713 1450.000 LFT | 0.27000 391.50| 0.85000 1232.50| 0.90000 1305.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0051 601-97774 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 925.00000 925.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , STAGE 1 | | | 0052 601-97774 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 1125.00000 1125.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , STAGE 2 | | | 0053 801-06775 LUMP | 1300.00000 1300.00| 16000.00000 16000.00| 27000.00000 27000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 454,060.30| $ 498,564.31| $ 512,445.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 454,060.30| $ 498,564.31| $ 512,445.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 210 -1 VENDOR RANKING CALL ORDER : 210 CONTRACT ID : R -29036-A COUNTIES : MARION SHELBY LETTING DATE : 01/24/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 06/25/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400978 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION INC $ 472,059.00 100.0000% 2 35-0844079 PAUL H ROHE COMPANY $ 514,960.41 109.0881% 3 35-0821499 JAMES H DREW CORPORATION $ 559,208.60 118.4616% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 803,097.50 170.1265% 5 90-0177865 HIS CONSTRUCTORS LLC $ 807,400.00 171.0379% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 880,000.00 186.4174% 7 35-1139301 E & B PAVING INC $ 1,175,000.00 248.9096% 35-1817574 YARDBERRY LANDSCAPE IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,246.55 ROUTE : CALL ORDER : 210 CONTRACT ID : R -29036-A COUNTIES : MARION SHELBY LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0844079 |( 3 ) 35-0821499 |BEATY CONSTRUCTION INC |PAUL H ROHE COMPANY |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RIPRAP REPAIR | | | 0001 110-01001 LUMP | 23000.00000 23000.00| 55000.00000 55000.00| 14135.00000 14135.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02241 120.000 LFT | 2.50000 300.00| 2.50000 300.00| 7.00000 840.00 GUARDRAIL, REMOVE | | | 0003 303-60012 6966.700 TON | 29.85000 207956.00| 30.55000 212832.69| 38.00000 264734.60 AGGREGATE, 2 | | | 0004 601-01838 32.000 EACH | 30.25000 968.00| 30.00000 960.00| 19.00000 608.00 GUARDRAIL POST, GALVANIZED, PLUMB IN | | | PLACE | | | 0005 601-06247 1.000 EACH | 21000.00000 21000.00| 21124.13000 21124.13| 25500.00000 25500.00 IMPACT ATTENUATOR, R2, W2, TL-3 | | | 0007 601-94689 15.000 EACH | 2175.00000 32625.00| 2299.12000 34486.80| 3000.00000 45000.00 GUARDRAIL END TREATMENT, OS | | | 0008 601-99105 10190.000 LFT | 15.90000 162021.00| 15.90000 162021.00| 15.40000 156926.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0009 601-99106 300.000 LFT | 25.15000 7545.00| 25.15000 7545.00| 27.00000 8100.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0010 801-06710 150.000 DAY | 13.00000 1950.00| 37.67000 5650.50| 21.00000 3150.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP | 9439.00000 9439.00| 8439.79000 8439.79| 26775.00000 26775.00 MAINTAINING TRAFFIC | | | 0012 801-92448 150.000 DAY | 3.70000 555.00| 12.67000 1900.50| 48.00000 7200.00 CONSTRUCTION SIGNS, MOBILE | | | 0013 601-06455 1.000 EACH | 4700.00000 4700.00| 4700.00000 4700.00| 6240.00000 6240.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W2, TL-3 | | | SECTION TOTALS | $ 472,059.00| $ 514,960.41| $ 559,208.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 472,059.00| $ 514,960.41| $ 559,208.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,246.55 ROUTE : CALL ORDER : 210 CONTRACT ID : R -29036-A COUNTIES : MARION SHELBY LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 90-0177865 |( 6 ) 35-0918397 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RIPRAP REPAIR | | | 0001 110-01001 LUMP | 40000.00000 40000.00| 37856.60000 37856.60| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02241 120.000 LFT | 2.75000 330.00| 9.50000 1140.00| 2.50000 300.00 GUARDRAIL, REMOVE | | | 0003 303-60012 6966.700 TON | 65.00000 452835.50| 74.00000 515535.80| 68.00000 473735.60 AGGREGATE, 2 | | | 0004 601-01838 32.000 EACH | 31.00000 992.00| 31.00000 992.00| 30.00000 960.00 GUARDRAIL POST, GALVANIZED, PLUMB IN | | | PLACE | | | 0005 601-06247 1.000 EACH | 22000.00000 22000.00| 22500.00000 22500.00| 21000.00000 21000.00 IMPACT ATTENUATOR, R2, W2, TL-3 | | | 0007 601-94689 15.000 EACH | 2200.00000 33000.00| 2600.00000 39000.00| 2175.00000 32625.00 GUARDRAIL END TREATMENT, OS | | | 0008 601-99105 10190.000 LFT | 16.00000 163040.00| 16.50000 168135.00| 15.90000 162021.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0009 601-99106 300.000 LFT | 26.00000 7800.00| 26.50000 7950.00| 25.15000 7545.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0010 801-06710 150.000 DAY | 20.00000 3000.00| 30.00000 4500.00| 100.00000 15000.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP | 75000.00000 75000.00| 3490.60000 3490.60| 91863.40000 91863.40 MAINTAINING TRAFFIC | | | 0012 801-92448 150.000 DAY | 2.00000 300.00| 10.00000 1500.00| 175.00000 26250.00 CONSTRUCTION SIGNS, MOBILE | | | 0013 601-06455 1.000 EACH | 4800.00000 4800.00| 4800.00000 4800.00| 4700.00000 4700.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W2, TL-3 | | | SECTION TOTALS | $ 803,097.50| $ 807,400.00| $ 880,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 803,097.50| $ 807,400.00| $ 880,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,246.55 ROUTE : CALL ORDER : 210 CONTRACT ID : R -29036-A COUNTIES : MARION SHELBY LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1139301 |( ) |( ) |E & B PAVING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RIPRAP REPAIR | | | 0001 110-01001 LUMP | 58750.00000 58750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02241 120.000 LFT | 4.00000 480.00| | GUARDRAIL, REMOVE | | | 0003 303-60012 6966.700 TON | 108.00000 752403.60| | AGGREGATE, 2 | | | 0004 601-01838 32.000 EACH | 20.00000 640.00| | GUARDRAIL POST, GALVANIZED, PLUMB IN | | | PLACE | | | 0005 601-06247 1.000 EACH | 24000.00000 24000.00| | IMPACT ATTENUATOR, R2, W2, TL-3 | | | 0007 601-94689 15.000 EACH | 2500.00000 37500.00| | GUARDRAIL END TREATMENT, OS | | | 0008 601-99105 10190.000 LFT | 17.00000 173230.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0009 601-99106 300.000 LFT | 29.00000 8700.00| | GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0010 801-06710 150.000 DAY | 27.00000 4050.00| | FLASHING ARROW SIGN | | | 0011 801-06775 LUMP | 102996.40000 102996.40| | MAINTAINING TRAFFIC | | | 0012 801-92448 150.000 DAY | 55.00000 8250.00| | CONSTRUCTION SIGNS, MOBILE | | | 0013 601-06455 1.000 EACH | 4000.00000 4000.00| | IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W2, TL-3 | | | SECTION TOTALS | $ 1,175,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,175,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -1 VENDOR RANKING CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 09/10/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949075 9949075 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 3,102,162.40 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC $ 3,332,504.50 107.4252% 3 35-0999231 HUNT PAVING COMPANY INC $ 3,398,139.95 109.5410% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,409,200.00 109.8975% 5 35-1139301 E & B PAVING INC $ 3,445,000.00 111.0516% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 3,446,377.45 111.0960% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 3,649,700.00 117.6502% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY AND REHABILITATION | | | 0001 105-06845 LUMP | 30645.00000 30645.00| 25000.00000 25000.00| 32039.50000 32039.50 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1570.58000 12564.64| 1800.00000 14400.00| 2000.00000 16000.00 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 | 151108.12000 151108.12| 175000.00000 175000.00| 169000.00000 169000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 46532.44000 46532.44| 70000.00000 70000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 4527.000 m2 | 7.76000 35129.52| 9.78000 44274.06| 12.78000 57855.06 PAVEMENT REMOVAL | | | 0009 202-02241 148.000 m | 15.12000 2237.76| 15.00000 2220.00| 17.23000 2550.04 GUARDRAIL, REMOVE | | | 0010 202-02273 557.600 m2 | 15.96000 8899.30| 25.00000 13940.00| 27.21000 15172.30 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02274 2710.000 m | 14.18000 38427.80| 7.50000 20325.00| 13.00000 35230.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0012 202-03323 3.000 EACH | 925.20000 2775.60| 250.00000 750.00| 983.77000 2951.31 HANDHOLE, SIGNAL, REMOVE AND RESET | | | 0013 202-04089 15.000 EACH | 54.69000 820.35| 50.00000 750.00| 58.15000 872.25 SIGN, SHEET, REMOVE | | | 0014 202-51133 51.000 m | 51.81000 2642.31| 4.03000 205.53| 9.19000 468.69 RAILING, REMOVE | | | 0015 202-51328 LUMP | 199362.84000 199362.84| 19015.48000 19015.48| 20096.46000 20096.46 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0016 202-52710 3064.000 m2 | 7.79000 23868.56| 11.00000 33704.00| 7.92000 24266.88 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-78515 LUMP | 4287.90000 4287.90| 1000.00000 1000.00| 4559.35000 4559.35 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0018 202-91385 16.000 EACH | 115.65000 1850.40| 650.00000 10400.00| 441.44000 7063.04 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-96133 265.000 m | 9.67000 2562.55| 56.00000 14840.00| 38.36000 10165.40 PIPE, REMOVE | | | 0020 203-02000 735.000 m3 | 85.92000 63151.20| 90.00000 66150.00| 80.00000 58800.00 EXCAVATION, COMMON | | | 0021 205-06931 14.000 Mg | 30.91000 432.74| 55.00000 770.00| 98.78000 1382.92 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 1.000 EACH | 145.80000 145.80| 420.00000 420.00| 155.03000 155.03 TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 1256.000 m | 4.83000 6066.48| 4.47000 5614.32| 5.13000 6443.28 TEMPORARY SILT FENCE | | | 0024 207-08263 4754.000 m2 | 13.97000 66413.38| 11.00000 52294.00| 15.00000 71310.00 SUBGRADE TREATMENT, TYPE IA | | | 0025 211-07454 556.000 m3 | 25.21000 14016.76| 17.00000 9452.00| 26.71000 14850.76 STRUCTURE BACKFILL | | | 0026 213-08058 5.000 m3 | 144.20000 721.00| 428.32000 2141.60| 258.38000 1291.90 FLOWABLE BACKFILL | | | 0027 301-07448 39.000 Mg | 29.52000 1151.28| 44.00000 1716.00| 49.01000 1911.39 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-07455 75.000 m3 | 70.55000 5291.25| 68.86000 5164.50| 86.13000 6459.75 DENSE GRADED SUBBASE | | | 0029 304-07789 71.000 Mg | 124.20000 8818.20| 199.00000 14129.00| 299.33000 21252.43 WIDENING WITH HMA, TYPE D | | | 0030 306-08036 275.000 m2 | 6.34000 1743.50| 3.75000 1031.25| 4.59000 1262.25 MILLING, ASPHALT, 50 mm | | | 0031 306-08039 1546.000 m2 | 5.59000 8642.14| 5.26000 8131.96| 7.83000 12105.18 MILLING, ASPHALT REMOVAL | | | 0032 306-08043 220.000 m2 | 22.32000 4910.40| 12.30000 2706.00| 17.00000 3740.00 MILLING, TRANSITION | | | 0033 401-07335 2222.000 Mg | 82.08000 182381.76| 74.00000 164428.00| 84.98000 188825.56 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0034 401-07404 3922.000 Mg | 56.16000 220259.52| 49.00000 192178.00| 56.27000 220690.94 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0035 401-07409 2142.000 Mg | 56.16000 120294.72| 46.00000 98532.00| 52.82000 113140.44 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0036 401-07429 836.000 Mg | 59.40000 49658.40| 59.00000 49324.00| 67.75000 56639.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0037 402-07453 315.000 Mg | 78.46000 24714.90| 80.00000 25200.00| 98.78000 31115.70 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 406-05520 18.000 Mg | 415.80000 7484.40| 300.00000 5400.00| 344.51000 6201.18 ASPHALT FOR TACK COAT | | | 0039 506-06333 5975.000 m2 | 71.10000 424822.50| 108.00000 645300.00| 101.48000 606343.00 PCCP PATCHING, FULL DEPTH | | | 0040 601-01522 3.000 EACH | 2484.00000 7452.00| 1800.00000 5400.00| 2067.06000 6201.18 GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-05999 1.000 EACH | 59.40000 59.40| 50.00000 50.00| 57.42000 57.42 CURVED TERMINAL END | | | 0042 601-94689 1.000 EACH | 2916.00000 2916.00| 2900.00000 2900.00| 3330.27000 3330.27 GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 72.390 m | 65.88000 4769.05| 61.00000 4415.79| 70.05000 5070.92 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 601-99132 1.000 EACH | 81.00000 81.00| 100.00000 100.00| 114.84000 114.84 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0045 604-07896 108.000 m2 | 107.18000 11575.44| 204.65000 22102.20| 130.82000 14128.56 CURB RAMP, CONCRETE, B | | | 0046 604-07901 20.000 m2 | 97.00000 1940.00| 275.86000 5517.20| 157.77000 3155.40 CURB RAMP, CONCRETE, G | | | 0047 604-07902 21.000 m2 | 93.30000 1959.30| 270.34000 5677.14| 159.17000 3342.57 CURB RAMP, CONCRETE, H | | | 0048 604-91531 3264.000 m2 | 26.94000 87932.16| 38.10000 124358.40| 30.00000 97920.00 SIDEWALK, CONCRETE, 100 mm | | | 0049 605-06105 1818.000 m | 44.98000 81773.64| 47.97000 87209.46| 42.00000 76356.00 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0050 605-06120 352.000 m | 40.32000 14192.64| 68.46000 24097.92| 66.78000 23506.56 CURB, CONCRETE | | | 0051 605-06125 637.000 m | 49.76000 31697.12| 47.46000 30232.02| 46.42000 29569.54 CURB, CONCRETE, MODIFIED | | | 0052 605-06250 8.000 m2 | 151.58000 1212.64| 120.00000 960.00| 114.84000 918.72 CENTER CURB, C, CONCRETE | | | 0053 605-06255 872.000 m2 | 80.20000 69934.40| 91.00000 79352.00| 90.00000 78480.00 CENTER CURB, D, CONCRETE | | | 0054 609-06259 500.000 m2 | 85.60000 42800.00| 96.75000 48375.00| 143.55000 71775.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0055 610-07788 165.000 Mg | 151.20000 24948.00| 110.00000 18150.00| 126.32000 20842.80 HMA FOR APPROACHES, TYPE D | | | 0056 610-08446 110.000 m2 | 54.75000 6022.50| 50.08000 5508.80| 53.40000 5874.00 PCCP FOR APPROACHES, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 616-02320 1476.000 m2 | 5.00000 7380.00| 1.75000 2583.00| 4.16000 6140.16 GEOTEXTILES | | | 0058 616-05688 1396.000 Mg | 52.36000 73094.56| 66.00000 92136.00| 40.00000 55840.00 RIPRAP, CLASS 1 | | | 0059 616-06405 214.000 Mg | 42.10000 9009.40| 33.00000 7062.00| 45.29000 9692.06 RIPRAP, REVETMENT | | | 0060 621-06567 112.000 kL | 5.40000 604.80| 5.00000 560.00| 5.74000 642.88 WATER | | | 0061 621-06570 692.000 m3 | 36.40000 25188.80| 48.00000 33216.00| 24.94000 17258.48 TOP SOIL | | | 0062 621-06575 6170.000 m2 | 3.50000 21595.00| 5.25000 32392.50| 3.72000 22952.40 SODDING, NURSERY | | | 0063 702-51863 1148.000 EACH | 7.17000 8231.16| 14.23000 16336.04| 17.23000 19780.04 FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-51032 14374.000 kg | 2.14000 30760.36| 2.69000 38666.06| 2.99000 42978.26 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 15.300 m3 | 893.60000 13672.08| 1234.59000 18889.23| 1722.55000 26355.02 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-06349 51.000 m | 740.36000 37758.36| 685.52000 34961.52| 459.35000 23426.85 RAILING, TX | | | 0067 706-06372 3.000 EACH | 4548.96000 13646.88| 4212.00000 12636.00| 2296.74000 6890.22 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0068 706-06372 1.000 EACH | 6070.68000 6070.68| 5621.00000 5621.00| 2296.74000 2296.74 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | MODIFIED | | | 0069 709-51821 LUMP | 3084.48000 3084.48| 2856.00000 2856.00| 3279.74000 3279.74 SURFACE SEAL | | | 0070 710-51870 10.000 m2 | 531.87000 5318.70| 952.74000 9527.40| 344.51000 3445.10 REPOINTING MASONRY IN STRUCTURES | | | 0071 715-05024 58.000 m | 190.10000 11025.80| 280.00000 16240.00| 218.81000 12690.98 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0072 715-05048 443.000 m | 14.62000 6476.66| 18.00000 7974.00| 11.87000 5258.41 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0073 715-05053 12.000 m | 59.40000 712.80| 65.00000 780.00| 45.63000 547.56 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0074 715-05149 44.000 m | 95.13000 4185.72| 195.00000 8580.00| 124.67000 5485.48 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0075 715-05151 97.000 m | 102.08000 9901.76| 160.00000 15520.00| 132.84000 12885.48 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-05152 7.000 m | 131.68000 921.76| 280.00000 1960.00| 172.96000 1210.72 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0077 715-05154 64.000 m | 141.38000 9048.32| 215.00000 13760.00| 140.90000 9017.60 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0078 715-05203 1635.000 m | 4.78000 7815.30| 22.00000 35970.00| 24.99000 40858.65 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0079 715-05756 4.000 m | 124.90000 499.60| 450.00000 1800.00| 229.46000 917.84 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0080 715-46000 4.000 EACH | 401.00000 1604.00| 575.00000 2300.00| 320.00000 1280.00 PIPE END SECTION, 300 mm | | | 0081 715-46005 2.000 EACH | 446.50000 893.00| 600.00000 1200.00| 349.83000 699.66 PIPE END SECTION, 375 mm | | | 0082 715-46010 1.000 EACH | 558.30000 558.30| 825.00000 825.00| 390.03000 390.03 PIPE END SECTION, 450 mm | | | 0083 715-46040 1.000 EACH | 942.40000 942.40| 1300.00000 1300.00| 1210.18000 1210.18 PIPE END SECTION, 900 mm | | | 0084 718-06529 1.000 EACH | 945.00000 945.00| 1000.00000 1000.00| 656.91000 656.91 OUTLET PROTECTOR, 2 | | | 0085 718-52610 296.000 m3 | 44.87000 13281.52| 36.00000 10656.00| 71.60000 21193.60 AGGREGATE FOR UNDERDRAINS | | | 0086 718-99153 5286.000 m2 | 2.27000 11999.22| 1.25000 6607.50| 2.39000 12633.54 GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-03194 1.000 EACH | 4538.80000 4538.80| 4700.00000 4700.00| 3712.87000 3712.87 MANHOLE , D15 | | | 0088 720-44000 41.000 EACH | 624.50000 25604.50| 350.00000 14350.00| 589.61000 24174.01 CASTING, ADJUST TO GRADE | | | 0089 720-44296 3.000 EACH | 347.00000 1041.00| 650.00000 1950.00| 610.94000 1832.82 CAP INLET | | | 0090 720-45045 6.000 EACH | 1273.96000 7643.76| 1500.00000 9000.00| 1414.12000 8484.72 INLET, J10 | | | 0091 720-45055 2.000 EACH | 1374.21000 2748.42| 1500.00000 3000.00| 1414.12000 2828.24 INLET, M10 | | | 0092 720-94208 2.000 EACH | 2644.30000 5288.60| 2300.00000 4600.00| 2306.99000 4613.98 MANHOLE, C10 | | | 0093 722-51401 5.000 m2 | 345.75000 1728.75| 1769.90000 8849.50| 114.84000 574.20 BRIDGE DECK PATCHING, FULL DEPTH | | | 0094 722-51842 584.000 m2 | 82.04000 47911.36| 74.30000 43391.20| 132.06000 77123.04 BRIDGE DECK OVERLAY | | | 0095 722-51846 4.500 m3 | 434.50000 1955.25| 434.50000 1955.25| 434.50000 1955.25 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 722-51852 58.000 m2 | 134.04000 7774.32| 143.96000 8349.68| 57.42000 3330.36 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0097 722-60824 570.000 m2 | 13.55000 7723.50| 16.00000 9120.00| 17.23000 9821.10 SURFACE MILLING | | | 0098 725-08291 42.000 m | 442.80000 18597.60| 450.00000 18900.00| 470.83000 19774.86 PIPE LINER, CURED-IN-PLACE, 600 mm | | | 0099 725-08293 61.000 m | 621.00000 37881.00| 575.00000 35075.00| 660.31000 40278.91 PIPE LINER, CURED-IN-PLACE, 900 mm | | | 0100 725-08298 269.000 m | 270.00000 72630.00| 275.00000 73975.00| 287.09000 77227.21 PIPE LINER, CURED-IN-PLACE, 375 mm | | | 0101 725-08481 423.000 m | 210.60000 89083.80| 240.00000 101520.00| 223.93000 94722.39 PIPE LINER, CURED-IN-PLACE, 300 mm | | | 0102 728-98377 LUMP | 3940.92000 3940.92| 3649.00000 3649.00| 4190.40000 4190.40 MASONRY COATING | | | 0103 801-04308 15.000 EACH | 289.44000 4341.60| 268.00000 4020.00| 307.76000 4616.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06203 2301.000 m | 1.67000 3842.67| 1.55000 3566.55| 1.78000 4095.78 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0105 801-06207 4646.000 m | 2.68000 12451.28| 2.48000 11522.08| 2.85000 13241.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0106 801-06211 22.000 EACH | 89.64000 1972.08| 83.00000 1826.00| 95.31000 2096.82 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0107 801-06577 25.000 m | 16.25000 406.25| 15.05000 376.25| 17.28000 432.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0108 801-06640 20.000 EACH | 171.72000 3434.40| 159.00000 3180.00| 182.59000 3651.80 CONSTRUCTION SIGN, A | | | 0109 801-06645 9.000 EACH | 47.52000 427.68| 44.00000 396.00| 50.53000 454.77 CONSTRUCTION SIGN, B | | | 0110 801-06710 420.000 DAY | 16.15000 6783.00| 14.95000 6279.00| 17.17000 7211.40 FLASHING ARROW SIGN | | | 0111 801-06775 LUMP | 22820.00000 22820.00| 82180.00000 82180.00| 95000.00000 95000.00 MAINTAINING TRAFFIC | | | 0112 801-07118 111.600 m | 36.72000 4097.95| 34.00000 3794.40| 39.04000 4356.86 BARRICADE, III-A | | | 0113 802-05701 47.200 m | 46.85000 2211.32| 22.00000 1038.40| 49.82000 2351.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 802-05702 20.000 m | 41.30000 826.00| 21.00000 420.00| 43.91000 878.20 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0115 802-76025 4.950 m2 | 241.95000 1197.65| 185.00000 915.75| 257.27000 1273.49 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0116 802-76035 6.000 m2 | 303.88000 1823.28| 195.00000 1170.00| 323.12000 1938.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0117 802-76045 0.500 m2 | 380.01000 190.01| 205.00000 102.50| 404.07000 202.04 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0118 802-99045 4.000 EACH | 84.39000 337.56| 150.00000 600.00| 89.73000 358.92 SIGN REMOUNTING | | | 0119 805-01842 5.000 EACH | 938.02000 4690.10| 750.00000 3750.00| 997.40000 4987.00 HANDHOLE, SIGNAL | | | 0120 805-01879 2.000 EACH | 675.14000 1350.28| 650.00000 1300.00| 717.88000 1435.76 SIGNAL SERVICE | | | 0121 805-01893 LUMP | 5844.50000 5844.50| 1000.00000 1000.00| 6214.48000 6214.48 MAINTAINING TRAFFIC SIGNAL | | | 0122 805-02087 LUMP | 1268.87000 1268.87| 250.00000 250.00| 1349.20000 1349.20 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0123 805-02152 8.000 EACH | 646.11000 5168.88| 650.00000 5200.00| 687.01000 5496.08 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0124 805-02503 1282.000 m | 1.30000 1666.60| 0.50000 641.00| 1.38000 1769.16 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0125 805-03978 1.000 EACH | 880.64000 880.64| 915.00000 915.00| 936.39000 936.39 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0126 805-03980 4.000 EACH | 286.64000 1146.56| 300.00000 1200.00| 304.79000 1219.16 EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0127 805-03983 2.000 EACH | 3896.73000 7793.46| 4500.00000 9000.00| 4143.41000 8286.82 PHASE SELECTORS | | | 0128 805-03985 241.000 m | 4.04000 973.64| 3.50000 843.50| 4.29000 1033.89 DETECTOR CABLE 3C 20GA. | | | 0129 805-05870 4.000 EACH | 1892.57000 7570.28| 1800.00000 7200.00| 2012.38000 8049.52 SIGNAL SUPPORT FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 805-05871 3.000 EACH | 1070.72000 3212.16| 1100.00000 3300.00| 1138.50000 3415.50 EMERGENCY VEHICLE LIGHT DETECTOR , | | | SINGLE CHANNEL, TWO DIRECTIONS | | | 0131 805-06592 507.000 m | 33.09000 16776.63| 35.00000 17745.00| 35.19000 17841.33 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0132 805-06834 1.000 EACH | 14728.49000 14728.49| 13500.00000 13500.00| 15660.87000 15660.87 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0133 805-78205 14.000 EACH | 809.86000 11338.04| 800.00000 11200.00| 861.13000 12055.82 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0134 805-78230 4.000 EACH | 1301.49000 5205.96| 1150.00000 4600.00| 1383.88000 5535.52 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0135 805-78415 4.000 EACH | 1575.49000 6301.96| 1200.00000 4800.00| 1675.23000 6700.92 SPAN, CATENARY, AND TETHER | | | 0136 805-78420 4.000 EACH | 235.27000 941.08| 275.00000 1100.00| 250.16000 1000.64 DISCONNECT HANGER | | | 0137 805-78465 70.000 m | 6.13000 429.10| 6.00000 420.00| 6.52000 456.40 SIGNAL CABLE, 2C 8GA. | | | 0138 805-78480 241.000 m | 3.28000 790.48| 3.00000 723.00| 3.49000 841.09 SIGNAL CABLE, 3C 14GA. | | | 0139 805-78485 283.000 m | 4.00000 1132.00| 3.50000 990.50| 4.25000 1202.75 SIGNAL CABLE, 5C 14GA. | | | 0140 805-78490 253.000 m | 4.65000 1176.45| 4.00000 1012.00| 4.95000 1252.35 SIGNAL CABLE, 7C 14GA. | | | 0141 805-78500 177.000 m | 5.78000 1023.06| 5.00000 885.00| 6.14000 1086.78 SIGNAL CABLE, 11C 14GA. | | | 0142 805-78510 1944.000 m | 2.87000 5579.28| 3.50000 6804.00| 3.05000 5929.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0143 805-78785 5.000 EACH | 836.40000 4182.00| 650.00000 3250.00| 889.34000 4446.70 SIGNAL DETECTOR HOUSING | | | 0144 805-78785 7.000 EACH | 235.35000 1647.45| 250.00000 1750.00| 250.25000 1751.75 SIGNAL DETECTOR HOUSING , ADJUST TO | | | GRADE | | | 0145 805-78795 484.000 m | 23.41000 11330.44| 23.00000 11132.00| 24.90000 12051.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0146 805-81032 4.000 EACH | 3465.42000 13861.68| 3950.00000 15800.00| 3684.80000 14739.20 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-1151771 |( 3 ) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO. I |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 805-90734 1.000 EACH | 5936.62000 5936.62| 6500.00000 6500.00| 6312.44000 6312.44 TRAFFIC RESPONSIVE SYSTEM MASTER | | | 0148 805-92504 5.000 EACH | 855.61000 4278.05| 500.00000 2500.00| 909.77000 4548.85 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0149 805-96121 8.000 EACH | 162.36000 1298.88| 150.00000 1200.00| 172.63000 1381.04 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0150 807-98690 6.000 EACH | 156.90000 941.40| 250.00000 1500.00| 166.84000 1001.04 HANDHOLE ADJUSTED TO GRADE | | | 0151 808-03178 20.000 EACH | 81.00000 1620.00| 75.00000 1500.00| 86.13000 1722.60 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0152 808-03179 14.000 EACH | 113.40000 1587.60| 105.00000 1470.00| 120.58000 1688.12 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0153 808-06716 850.000 m | 1.35000 1147.50| 1.25000 1062.50| 1.44000 1224.00 LINE, REMOVE | | | 0154 808-75051 654.000 m | 2.48000 1621.92| 2.30000 1504.20| 2.64000 1726.56 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0155 808-75054 2115.000 m | 2.48000 5245.20| 2.30000 4864.50| 2.64000 5583.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0156 808-75059 907.000 m | 2.48000 2249.36| 2.30000 2086.10| 2.64000 2394.48 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0157 808-75067 116.000 m | 14.96000 1735.36| 13.85000 1606.60| 15.90000 1844.40 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0158 808-75069 432.000 m | 3.73000 1611.36| 3.45000 1490.40| 3.96000 1710.72 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0159 808-75998 7.000 EACH | 131.76000 922.32| 122.00000 854.00| 173.40000 1213.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0160 306-08041 18666.000 m2 | 1.52000 28372.32| 0.86000 16052.76| 1.15000 21465.90 MILLING, PCCP | | | SECTION TOTALS | $ 3,102,162.40| $ 3,332,504.50| $ 3,398,139.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,102,162.40| $ 3,332,504.50| $ 3,398,139.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1139301 |( 6 ) 35-1364963 |MILESTONE CONTRACTORS, L.P. |E & B PAVING INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY AND REHABILITATION | | | 0001 105-06845 LUMP | 28950.00000 28950.00| 36500.00000 36500.00| 24000.00000 24000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2900.00000 23200.00| 2850.00000 22800.00| 1500.00000 12000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 151390.00000 151390.00| 172250.00000 172250.00| 169750.00000 169750.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 52495.24000 52495.24| 15000.00000 15000.00| 50750.00000 50750.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 4527.000 m2 | 8.00000 36216.00| 11.50000 52060.50| 12.50000 56587.50 PAVEMENT REMOVAL | | | 0009 202-02241 148.000 m | 15.00000 2220.00| 15.00000 2220.00| 15.50000 2294.00 GUARDRAIL, REMOVE | | | 0010 202-02273 557.600 m2 | 37.00000 20631.20| 38.00000 21188.80| 24.00000 13382.40 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02274 2710.000 m | 8.50000 23035.00| 30.00000 81300.00| 10.00000 27100.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0012 202-03323 3.000 EACH | 930.00000 2790.00| 856.67000 2570.01| 900.00000 2700.00 HANDHOLE, SIGNAL, REMOVE AND RESET | | | 0013 202-04089 15.000 EACH | 57.00000 855.00| 50.64000 759.60| 55.00000 825.00 SIGN, SHEET, REMOVE | | | 0014 202-51133 51.000 m | 18.00000 918.00| 54.57000 2783.07| 10.00000 510.00 RAILING, REMOVE | | | 0015 202-51328 LUMP | 10000.00000 10000.00| 43363.14000 43363.14| 85000.00000 85000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0016 202-52710 3064.000 m2 | 7.50000 22980.00| 9.00000 27576.00| 7.50000 22980.00 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-78515 LUMP | 4500.00000 4500.00| 3970.28000 3970.28| 4350.00000 4350.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0018 202-91385 16.000 EACH | 500.00000 8000.00| 390.00000 6240.00| 250.00000 4000.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1139301 |( 6 ) 35-1364963 |MILESTONE CONTRACTORS, L.P. |E & B PAVING INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-96133 265.000 m | 92.00000 24380.00| 56.00000 14840.00| 20.00000 5300.00 PIPE, REMOVE | | | 0020 203-02000 735.000 m3 | 112.00000 82320.00| 140.00000 102900.00| 26.00000 19110.00 EXCAVATION, COMMON | | | 0021 205-06931 14.000 Mg | 110.00000 1540.00| 65.00000 910.00| 27.50000 385.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 1.000 EACH | 140.00000 140.00| 135.00000 135.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 1256.000 m | 5.00000 6280.00| 4.47000 5614.32| 4.50000 5652.00 TEMPORARY SILT FENCE | | | 0024 207-08263 4754.000 m2 | 9.00000 42786.00| 10.66000 50677.64| 8.75000 41597.50 SUBGRADE TREATMENT, TYPE IA | | | 0025 211-07454 556.000 m3 | 17.00000 9452.00| 50.00000 27800.00| 32.00000 17792.00 STRUCTURE BACKFILL | | | 0026 213-08058 5.000 m3 | 85.00000 425.00| 150.00000 750.00| 150.00000 750.00 FLOWABLE BACKFILL | | | 0027 301-07448 39.000 Mg | 40.00000 1560.00| 55.00000 2145.00| 25.00000 975.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-07455 75.000 m3 | 70.00000 5250.00| 91.00000 6825.00| 50.00000 3750.00 DENSE GRADED SUBBASE | | | 0029 304-07789 71.000 Mg | 110.00000 7810.00| 135.00000 9585.00| 100.00000 7100.00 WIDENING WITH HMA, TYPE D | | | 0030 306-08036 275.000 m2 | 12.00000 3300.00| 7.00000 1925.00| 2.75000 756.25 MILLING, ASPHALT, 50 mm | | | 0031 306-08039 1546.000 m2 | 7.75000 11981.50| 11.00000 17006.00| 5.50000 8503.00 MILLING, ASPHALT REMOVAL | | | 0032 306-08043 220.000 m2 | 19.00000 4180.00| 22.00000 4840.00| 7.50000 1650.00 MILLING, TRANSITION | | | 0033 401-07335 2222.000 Mg | 87.00000 193314.00| 76.00000 168872.00| 95.00000 211090.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0034 401-07404 3922.000 Mg | 70.00000 274540.00| 52.00000 203944.00| 76.00000 298072.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0035 401-07409 2142.000 Mg | 62.00000 132804.00| 52.00000 111384.00| 67.50000 144585.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0036 401-07429 836.000 Mg | 77.00000 64372.00| 55.00000 45980.00| 84.00000 70224.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0037 402-07453 315.000 Mg | 100.00000 31500.00| 65.00000 20475.00| 78.00000 24570.00 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1139301 |( 6 ) 35-1364963 |MILESTONE CONTRACTORS, L.P. |E & B PAVING INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 406-05520 18.000 Mg | 400.00000 7200.00| 385.00000 6930.00| 440.00000 7920.00 ASPHALT FOR TACK COAT | | | 0039 506-06333 5975.000 m2 | 90.00000 537750.00| 95.00000 567625.00| 105.00000 627375.00 PCCP PATCHING, FULL DEPTH | | | 0040 601-01522 3.000 EACH | 1850.00000 5550.00| 1800.00000 5400.00| 2450.00000 7350.00 GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-05999 1.000 EACH | 51.00000 51.00| 50.00000 50.00| 60.00000 60.00 CURVED TERMINAL END | | | 0042 601-94689 1.000 EACH | 2960.00000 2960.00| 2900.00000 2900.00| 2850.00000 2850.00 GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 72.390 m | 62.00000 4488.18| 61.00000 4415.79| 65.00000 4705.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 601-99132 1.000 EACH | 102.00000 102.00| 100.00000 100.00| 80.00000 80.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0045 604-07896 108.000 m2 | 187.00000 20196.00| 120.00000 12960.00| 137.50000 14850.00 CURB RAMP, CONCRETE, B | | | 0046 604-07901 20.000 m2 | 261.00000 5220.00| 325.00000 6500.00| 157.50000 3150.00 CURB RAMP, CONCRETE, G | | | 0047 604-07902 21.000 m2 | 257.00000 5397.00| 245.00000 5145.00| 137.50000 2887.50 CURB RAMP, CONCRETE, H | | | 0048 604-91531 3264.000 m2 | 40.00000 130560.00| 35.00000 114240.00| 35.00000 114240.00 SIDEWALK, CONCRETE, 100 mm | | | 0049 605-06105 1818.000 m | 56.50000 102717.00| 32.00000 58176.00| 48.50000 88173.00 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0050 605-06120 352.000 m | 71.00000 24992.00| 33.00000 11616.00| 67.50000 23760.00 CURB, CONCRETE | | | 0051 605-06125 637.000 m | 56.00000 35672.00| 39.00000 24843.00| 69.50000 44271.50 CURB, CONCRETE, MODIFIED | | | 0052 605-06250 8.000 m2 | 240.00000 1920.00| 350.00000 2800.00| 140.00000 1120.00 CENTER CURB, C, CONCRETE | | | 0053 605-06255 872.000 m2 | 92.00000 80224.00| 75.00000 65400.00| 102.50000 89380.00 CENTER CURB, D, CONCRETE | | | 0054 609-06259 500.000 m2 | 97.00000 48500.00| 90.00000 45000.00| 90.00000 45000.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0055 610-07788 165.000 Mg | 100.00000 16500.00| 140.00000 23100.00| 110.00000 18150.00 HMA FOR APPROACHES, TYPE D | | | 0056 610-08446 110.000 m2 | 50.00000 5500.00| 55.00000 6050.00| 62.50000 6875.00 PCCP FOR APPROACHES, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1139301 |( 6 ) 35-1364963 |MILESTONE CONTRACTORS, L.P. |E & B PAVING INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 616-02320 1476.000 m2 | 5.00000 7380.00| 4.63000 6833.88| 3.00000 4428.00 GEOTEXTILES | | | 0058 616-05688 1396.000 Mg | 50.00000 69800.00| 102.00000 142392.00| 45.00000 62820.00 RIPRAP, CLASS 1 | | | 0059 616-06405 214.000 Mg | 42.00000 8988.00| 52.00000 11128.00| 30.00000 6420.00 RIPRAP, REVETMENT | | | 0060 621-06567 112.000 kL | 5.00000 560.00| 5.00000 560.00| 5.00000 560.00 WATER | | | 0061 621-06570 692.000 m3 | 39.00000 26988.00| 50.00000 34600.00| 25.00000 17300.00 TOP SOIL | | | 0062 621-06575 6170.000 m2 | 4.00000 24680.00| 3.24000 19990.80| 3.95000 24371.50 SODDING, NURSERY | | | 0063 702-51863 1148.000 EACH | 5.00000 5740.00| 7.57000 8690.36| 7.00000 8036.00 FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-51032 14374.000 kg | 2.20000 31622.80| 2.25000 32341.50| 2.10000 30185.40 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 15.300 m3 | 1160.00000 17748.00| 943.53000 14436.01| 500.00000 7650.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-06349 51.000 m | 700.00000 35700.00| 471.54000 24048.54| 700.00000 35700.00 RAILING, TX | | | 0067 706-06372 3.000 EACH | 4300.00000 12900.00| 3115.92000 9347.76| 4300.00000 12900.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0068 706-06372 1.000 EACH | 5700.00000 5700.00| 8234.81000 8234.81| 5700.00000 5700.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | MODIFIED | | | 0069 709-51821 LUMP | 2900.00000 2900.00| 2856.00000 2856.00| 3000.00000 3000.00 SURFACE SEAL | | | 0070 710-51870 10.000 m2 | 260.00000 2600.00| 535.00000 5350.00| 500.00000 5000.00 REPOINTING MASONRY IN STRUCTURES | | | 0071 715-05024 58.000 m | 192.00000 11136.00| 210.00000 12180.00| 300.00000 17400.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0072 715-05048 443.000 m | 21.40000 9480.20| 21.00000 9303.00| 17.50000 7752.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0073 715-05053 12.000 m | 76.00000 912.00| 75.00000 900.00| 40.00000 480.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0074 715-05149 44.000 m | 140.00000 6160.00| 255.00000 11220.00| 100.00000 4400.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0075 715-05151 97.000 m | 149.00000 14453.00| 200.00000 19400.00| 110.00000 10670.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1139301 |( 6 ) 35-1364963 |MILESTONE CONTRACTORS, L.P. |E & B PAVING INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-05152 7.000 m | 215.00000 1505.00| 395.00000 2765.00| 125.00000 875.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0077 715-05154 64.000 m | 136.00000 8704.00| 147.00000 9408.00| 150.00000 9600.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0078 715-05203 1635.000 m | 23.00000 37605.00| 20.00000 32700.00| 20.00000 32700.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0079 715-05756 4.000 m | 660.00000 2640.00| 300.00000 1200.00| 150.00000 600.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0080 715-46000 4.000 EACH | 615.00000 2460.00| 485.00000 1940.00| 275.00000 1100.00 PIPE END SECTION, 300 mm | | | 0081 715-46005 2.000 EACH | 630.00000 1260.00| 515.00000 1030.00| 295.00000 590.00 PIPE END SECTION, 375 mm | | | 0082 715-46010 1.000 EACH | 840.00000 840.00| 565.00000 565.00| 330.00000 330.00 PIPE END SECTION, 450 mm | | | 0083 715-46040 1.000 EACH | 1600.00000 1600.00| 1200.00000 1200.00| 650.00000 650.00 PIPE END SECTION, 900 mm | | | 0084 718-06529 1.000 EACH | 1530.00000 1530.00| 1500.00000 1500.00| 425.00000 425.00 OUTLET PROTECTOR, 2 | | | 0085 718-52610 296.000 m3 | 86.00000 25456.00| 80.00000 23680.00| 45.00000 13320.00 AGGREGATE FOR UNDERDRAINS | | | 0086 718-99153 5286.000 m2 | 2.00000 10572.00| 1.50000 7929.00| 3.00000 15858.00 GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-03194 1.000 EACH | 3360.00000 3360.00| 5000.00000 5000.00| 2500.00000 2500.00 MANHOLE , D15 | | | 0088 720-44000 41.000 EACH | 700.00000 28700.00| 325.00000 13325.00| 250.00000 10250.00 CASTING, ADJUST TO GRADE | | | 0089 720-44296 3.000 EACH | 450.00000 1350.00| 850.00000 2550.00| 275.00000 825.00 CAP INLET | | | 0090 720-45045 6.000 EACH | 1430.00000 8580.00| 1700.00000 10200.00| 1500.00000 9000.00 INLET, J10 | | | 0091 720-45055 2.000 EACH | 1430.00000 2860.00| 1700.00000 3400.00| 1500.00000 3000.00 INLET, M10 | | | 0092 720-94208 2.000 EACH | 1850.00000 3700.00| 2550.00000 5100.00| 2500.00000 5000.00 MANHOLE, C10 | | | 0093 722-51401 5.000 m2 | 520.00000 2600.00| 365.01000 1825.05| 100.00000 500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0094 722-51842 584.000 m2 | 81.00000 47304.00| 86.59000 50568.56| 75.00000 43800.00 BRIDGE DECK OVERLAY | | | 0095 722-51846 4.500 m3 | 434.50000 1955.25| 434.50000 1955.25| 434.50000 1955.25 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1139301 |( 6 ) 35-1364963 |MILESTONE CONTRACTORS, L.P. |E & B PAVING INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 722-51852 58.000 m2 | 136.00000 7888.00| 141.67000 8216.86| 100.00000 5800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0097 722-60824 570.000 m2 | 18.00000 10260.00| 9.50000 5415.00| 12.00000 6840.00 SURFACE MILLING | | | 0098 725-08291 42.000 m | 490.00000 20580.00| 459.15000 19284.30| 475.00000 19950.00 PIPE LINER, CURED-IN-PLACE, 600 mm | | | 0099 725-08293 61.000 m | 920.00000 56120.00| 885.05000 53988.05| 925.00000 56425.00 PIPE LINER, CURED-IN-PLACE, 900 mm | | | 0100 725-08298 269.000 m | 250.00000 67250.00| 228.40000 61439.60| 250.00000 67250.00 PIPE LINER, CURED-IN-PLACE, 375 mm | | | 0101 725-08481 423.000 m | 330.00000 139590.00| 309.04000 130723.92| 325.00000 137475.00 PIPE LINER, CURED-IN-PLACE, 300 mm | | | 0102 728-98377 LUMP | 3700.00000 3700.00| 3649.00000 3649.00| 3750.00000 3750.00 MASONRY COATING | | | 0103 801-04308 15.000 EACH | 270.00000 4050.00| 268.00000 4020.00| 320.00000 4800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06203 2301.000 m | 1.60000 3681.60| 1.55000 3566.55| 1.75000 4026.75 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0105 801-06207 4646.000 m | 2.50000 11615.00| 2.50000 11615.00| 3.00000 13938.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0106 801-06211 22.000 EACH | 85.00000 1870.00| 83.00000 1826.00| 100.00000 2200.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0107 801-06577 25.000 m | 16.00000 400.00| 15.05000 376.25| 17.50000 437.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0108 801-06640 20.000 EACH | 160.00000 3200.00| 159.00000 3180.00| 250.00000 5000.00 CONSTRUCTION SIGN, A | | | 0109 801-06645 9.000 EACH | 45.00000 405.00| 44.00000 396.00| 50.00000 450.00 CONSTRUCTION SIGN, B | | | 0110 801-06710 420.000 DAY | 15.00000 6300.00| 14.95000 6279.00| 16.00000 6720.00 FLASHING ARROW SIGN | | | 0111 801-06775 LUMP | 59200.00000 59200.00| 113809.36000 113809.36| 55000.00000 55000.00 MAINTAINING TRAFFIC | | | 0112 801-07118 111.600 m | 35.00000 3906.00| 34.00000 3794.40| 40.00000 4464.00 BARRICADE, III-A | | | 0113 802-05701 47.200 m | 47.00000 2218.40| 43.38000 2047.54| 47.50000 2242.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1139301 |( 6 ) 35-1364963 |MILESTONE CONTRACTORS, L.P. |E & B PAVING INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 802-05702 20.000 m | 42.00000 840.00| 38.24000 764.80| 43.00000 860.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0115 802-76025 4.950 m2 | 250.00000 1237.50| 224.03000 1108.95| 250.00000 1237.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0116 802-76035 6.000 m2 | 303.00000 1818.00| 281.37000 1688.22| 300.00000 1800.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0117 802-76045 0.500 m2 | 375.00000 187.50| 351.86000 175.93| 370.00000 185.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0118 802-99045 4.000 EACH | 85.00000 340.00| 78.14000 312.56| 85.00000 340.00 SIGN REMOUNTING | | | 0119 805-01842 5.000 EACH | 940.00000 4700.00| 868.54000 4342.70| 910.00000 4550.00 HANDHOLE, SIGNAL | | | 0120 805-01879 2.000 EACH | 680.00000 1360.00| 625.13000 1250.26| 650.00000 1300.00 SIGNAL SERVICE | | | 0121 805-01893 LUMP | 6000.00000 6000.00| 5411.57000 5411.57| 6250.00000 6250.00 MAINTAINING TRAFFIC SIGNAL | | | 0122 805-02087 LUMP | 1320.00000 1320.00| 1174.88000 1174.88| 1350.00000 1350.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0123 805-02152 8.000 EACH | 620.00000 4960.00| 598.25000 4786.00| 625.00000 5000.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0124 805-02503 1282.000 m | 1.29000 1653.78| 1.20000 1538.40| 1.35000 1730.70 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0125 805-03978 1.000 EACH | 850.00000 850.00| 815.41000 815.41| 850.00000 850.00 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0126 805-03980 4.000 EACH | 280.00000 1120.00| 265.41000 1061.64| 300.00000 1200.00 EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0127 805-03983 2.000 EACH | 3690.00000 7380.00| 3608.08000 7216.16| 3750.00000 7500.00 PHASE SELECTORS | | | 0128 805-03985 241.000 m | 4.00000 964.00| 3.74000 901.34| 4.00000 964.00 DETECTOR CABLE 3C 20GA. | | | 0129 805-05870 4.000 EACH | 1900.00000 7600.00| 1752.38000 7009.52| 1900.00000 7600.00 SIGNAL SUPPORT FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1139301 |( 6 ) 35-1364963 |MILESTONE CONTRACTORS, L.P. |E & B PAVING INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 805-05871 3.000 EACH | 1020.00000 3060.00| 991.41000 2974.23| 1050.00000 3150.00 EMERGENCY VEHICLE LIGHT DETECTOR , | | | SINGLE CHANNEL, TWO DIRECTIONS | | | 0131 805-06592 507.000 m | 33.00000 16731.00| 30.64000 15534.48| 35.00000 17745.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0132 805-06834 1.000 EACH | 14050.00000 14050.00| 13637.49000 13637.49| 14500.00000 14500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0133 805-78205 14.000 EACH | 780.00000 10920.00| 749.87000 10498.18| 790.00000 11060.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0134 805-78230 4.000 EACH | 1250.00000 5000.00| 1205.08000 4820.32| 1250.00000 5000.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0135 805-78415 4.000 EACH | 1540.00000 6160.00| 1458.79000 5835.16| 1537.50000 6150.00 SPAN, CATENARY, AND TETHER | | | 0136 805-78420 4.000 EACH | 230.00000 920.00| 217.84000 871.36| 250.00000 1000.00 DISCONNECT HANGER | | | 0137 805-78465 70.000 m | 6.00000 420.00| 5.68000 397.60| 6.15000 430.50 SIGNAL CABLE, 2C 8GA. | | | 0138 805-78480 241.000 m | 3.25000 783.25| 3.04000 732.64| 3.35000 807.35 SIGNAL CABLE, 3C 14GA. | | | 0139 805-78485 283.000 m | 4.00000 1132.00| 3.70000 1047.10| 4.10000 1160.30 SIGNAL CABLE, 5C 14GA. | | | 0140 805-78490 253.000 m | 4.60000 1163.80| 4.31000 1090.43| 4.75000 1201.75 SIGNAL CABLE, 7C 14GA. | | | 0141 805-78500 177.000 m | 6.00000 1062.00| 5.35000 946.95| 5.75000 1017.75 SIGNAL CABLE, 11C 14GA. | | | 0142 805-78510 1944.000 m | 3.00000 5832.00| 2.66000 5171.04| 3.00000 5832.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0143 805-78785 5.000 EACH | 850.00000 4250.00| 774.44000 3872.20| 850.00000 4250.00 SIGNAL DETECTOR HOUSING | | | 0144 805-78785 7.000 EACH | 240.00000 1680.00| 217.92000 1525.44| 250.00000 1750.00 SIGNAL DETECTOR HOUSING , ADJUST TO | | | GRADE | | | 0145 805-78795 484.000 m | 24.00000 11616.00| 21.68000 10493.12| 24.00000 11616.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0146 805-81032 4.000 EACH | 3300.00000 13200.00| 3208.72000 12834.88| 3350.00000 13400.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1139301 |( 6 ) 35-1364963 |MILESTONE CONTRACTORS, L.P. |E & B PAVING INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 805-90734 1.000 EACH | 5630.00000 5630.00| 5496.87000 5496.87| 5600.00000 5600.00 TRAFFIC RESPONSIVE SYSTEM MASTER | | | 0148 805-92504 5.000 EACH | 810.00000 4050.00| 792.23000 3961.15| 800.00000 4000.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0149 805-96121 8.000 EACH | 160.00000 1280.00| 150.33000 1202.64| 165.00000 1320.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0150 807-98690 6.000 EACH | 160.00000 960.00| 145.28000 871.68| 160.00000 960.00 HANDHOLE ADJUSTED TO GRADE | | | 0151 808-03178 20.000 EACH | 76.00000 1520.00| 75.00000 1500.00| 100.00000 2000.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0152 808-03179 14.000 EACH | 107.00000 1498.00| 105.00000 1470.00| 150.00000 2100.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0153 808-06716 850.000 m | 1.30000 1105.00| 1.25000 1062.50| 1.50000 1275.00 LINE, REMOVE | | | 0154 808-75051 654.000 m | 2.40000 1569.60| 2.30000 1504.20| 2.50000 1635.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0155 808-75054 2115.000 m | 2.40000 5076.00| 2.30000 4864.50| 2.50000 5287.50 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0156 808-75059 907.000 m | 2.40000 2176.80| 2.30000 2086.10| 2.50000 2267.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0157 808-75067 116.000 m | 14.00000 1624.00| 13.85000 1606.60| 15.50000 1798.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0158 808-75069 432.000 m | 3.50000 1512.00| 3.45000 1490.40| 4.00000 1728.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0159 808-75998 7.000 EACH | 125.00000 875.00| 122.00000 854.00| 150.00000 1050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0160 306-08041 18666.000 m2 | 1.40000 26132.40| 2.65000 49464.90| 0.95000 17732.70 MILLING, PCCP | | | SECTION TOTALS | $ 3,409,200.00| $ 3,445,000.00| $ 3,446,377.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,409,200.00| $ 3,445,000.00| $ 3,446,377.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY AND REHABILITATION | | | 0001 105-06845 LUMP | 30000.00000 30000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2500.00000 20000.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 135000.00000 135000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 41448.06000 41448.06| | CLEARING RIGHT OF WAY | | | 0008 202-02240 4527.000 m2 | 22.00000 99594.00| | PAVEMENT REMOVAL | | | 0009 202-02241 148.000 m | 14.00000 2072.00| | GUARDRAIL, REMOVE | | | 0010 202-02273 557.600 m2 | 40.00000 22304.00| | CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02274 2710.000 m | 20.00000 54200.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0012 202-03323 3.000 EACH | 870.00000 2610.00| | HANDHOLE, SIGNAL, REMOVE AND RESET | | | 0013 202-04089 15.000 EACH | 52.00000 780.00| | SIGN, SHEET, REMOVE | | | 0014 202-51133 51.000 m | 63.00000 3213.00| | RAILING, REMOVE | | | 0015 202-51328 LUMP | 44000.00000 44000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0016 202-52710 3064.000 m2 | 12.00000 36768.00| | SIDEWALK, CONCRETE, REMOVE | | | 0017 202-78515 LUMP | 4000.00000 4000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0018 202-91385 16.000 EACH | 1000.00000 16000.00| | INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-96133 265.000 m | 68.00000 18020.00| | PIPE, REMOVE | | | 0020 203-02000 735.000 m3 | 100.00000 73500.00| | EXCAVATION, COMMON | | | 0021 205-06931 14.000 Mg | 70.00000 980.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 1.000 EACH | 140.00000 140.00| | TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06937 1256.000 m | 4.60000 5777.60| | TEMPORARY SILT FENCE | | | 0024 207-08263 4754.000 m2 | 22.00000 104588.00| | SUBGRADE TREATMENT, TYPE IA | | | 0025 211-07454 556.000 m3 | 26.00000 14456.00| | STRUCTURE BACKFILL | | | 0026 213-08058 5.000 m3 | 150.00000 750.00| | FLOWABLE BACKFILL | | | 0027 301-07448 39.000 Mg | 30.00000 1170.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-07455 75.000 m3 | 91.00000 6825.00| | DENSE GRADED SUBBASE | | | 0029 304-07789 71.000 Mg | 64.00000 4544.00| | WIDENING WITH HMA, TYPE D | | | 0030 306-08036 275.000 m2 | 11.00000 3025.00| | MILLING, ASPHALT, 50 mm | | | 0031 306-08039 1546.000 m2 | 7.50000 11595.00| | MILLING, ASPHALT REMOVAL | | | 0032 306-08043 220.000 m2 | 15.00000 3300.00| | MILLING, TRANSITION | | | 0033 401-07335 2222.000 Mg | 83.00000 184426.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0034 401-07404 3922.000 Mg | 65.00000 254930.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0035 401-07409 2142.000 Mg | 64.00000 137088.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0036 401-07429 836.000 Mg | 75.00000 62700.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0037 402-07453 315.000 Mg | 100.00000 31500.00| | HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 406-05520 18.000 Mg | 350.00000 6300.00| | ASPHALT FOR TACK COAT | | | 0039 506-06333 5975.000 m2 | 110.00000 657250.00| | PCCP PATCHING, FULL DEPTH | | | 0040 601-01522 3.000 EACH | 2300.00000 6900.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-05999 1.000 EACH | 55.00000 55.00| | CURVED TERMINAL END | | | 0042 601-94689 1.000 EACH | 2700.00000 2700.00| | GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 72.390 m | 61.00000 4415.79| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 601-99132 1.000 EACH | 75.00000 75.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0045 604-07896 108.000 m2 | 120.00000 12960.00| | CURB RAMP, CONCRETE, B | | | 0046 604-07901 20.000 m2 | 120.00000 2400.00| | CURB RAMP, CONCRETE, G | | | 0047 604-07902 21.000 m2 | 120.00000 2520.00| | CURB RAMP, CONCRETE, H | | | 0048 604-91531 3264.000 m2 | 46.00000 150144.00| | SIDEWALK, CONCRETE, 100 mm | | | 0049 605-06105 1818.000 m | 34.00000 61812.00| | CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0050 605-06120 352.000 m | 70.00000 24640.00| | CURB, CONCRETE | | | 0051 605-06125 637.000 m | 61.00000 38857.00| | CURB, CONCRETE, MODIFIED | | | 0052 605-06250 8.000 m2 | 152.00000 1216.00| | CENTER CURB, C, CONCRETE | | | 0053 605-06255 872.000 m2 | 86.00000 74992.00| | CENTER CURB, D, CONCRETE | | | 0054 609-06259 500.000 m2 | 90.00000 45000.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0055 610-07788 165.000 Mg | 150.00000 24750.00| | HMA FOR APPROACHES, TYPE D | | | 0056 610-08446 110.000 m2 | 53.00000 5830.00| | PCCP FOR APPROACHES, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 616-02320 1476.000 m2 | 2.70000 3985.20| | GEOTEXTILES | | | 0058 616-05688 1396.000 Mg | 47.00000 65612.00| | RIPRAP, CLASS 1 | | | 0059 616-06405 214.000 Mg | 57.00000 12198.00| | RIPRAP, REVETMENT | | | 0060 621-06567 112.000 kL | 5.00000 560.00| | WATER | | | 0061 621-06570 692.000 m3 | 68.00000 47056.00| | TOP SOIL | | | 0062 621-06575 6170.000 m2 | 3.30000 20361.00| | SODDING, NURSERY | | | 0063 702-51863 1148.000 EACH | 7.70000 8839.60| | FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-51032 14374.000 kg | 2.30000 33060.20| | REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 15.300 m3 | 960.00000 14688.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-06349 51.000 m | 480.00000 24480.00| | RAILING, TX | | | 0067 706-06372 3.000 EACH | 3200.00000 9600.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0068 706-06372 1.000 EACH | 8400.00000 8400.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | MODIFIED | | | 0069 709-51821 LUMP | 2856.00000 2856.00| | SURFACE SEAL | | | 0070 710-51870 10.000 m2 | 550.00000 5500.00| | REPOINTING MASONRY IN STRUCTURES | | | 0071 715-05024 58.000 m | 270.00000 15660.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0072 715-05048 443.000 m | 30.00000 13290.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0073 715-05053 12.000 m | 100.00000 1200.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0074 715-05149 44.000 m | 220.00000 9680.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0075 715-05151 97.000 m | 130.00000 12610.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-05152 7.000 m | 260.00000 1820.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0077 715-05154 64.000 m | 210.00000 13440.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0078 715-05203 1635.000 m | 26.00000 42510.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0079 715-05756 4.000 m | 250.00000 1000.00| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0080 715-46000 4.000 EACH | 350.00000 1400.00| | PIPE END SECTION, 300 mm | | | 0081 715-46005 2.000 EACH | 370.00000 740.00| | PIPE END SECTION, 375 mm | | | 0082 715-46010 1.000 EACH | 400.00000 400.00| | PIPE END SECTION, 450 mm | | | 0083 715-46040 1.000 EACH | 900.00000 900.00| | PIPE END SECTION, 900 mm | | | 0084 718-06529 1.000 EACH | 1100.00000 1100.00| | OUTLET PROTECTOR, 2 | | | 0085 718-52610 296.000 m3 | 75.00000 22200.00| | AGGREGATE FOR UNDERDRAINS | | | 0086 718-99153 5286.000 m2 | 2.30000 12157.80| | GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-03194 1.000 EACH | 4600.00000 4600.00| | MANHOLE , D15 | | | 0088 720-44000 41.000 EACH | 500.00000 20500.00| | CASTING, ADJUST TO GRADE | | | 0089 720-44296 3.000 EACH | 530.00000 1590.00| | CAP INLET | | | 0090 720-45045 6.000 EACH | 2000.00000 12000.00| | INLET, J10 | | | 0091 720-45055 2.000 EACH | 2000.00000 4000.00| | INLET, M10 | | | 0092 720-94208 2.000 EACH | 2800.00000 5600.00| | MANHOLE, C10 | | | 0093 722-51401 5.000 m2 | 370.00000 1850.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0094 722-51842 584.000 m2 | 88.00000 51392.00| | BRIDGE DECK OVERLAY | | | 0095 722-51846 4.500 m3 | 434.50000 1955.25| | BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 722-51852 58.000 m2 | 145.00000 8410.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0097 722-60824 570.000 m2 | 12.00000 6840.00| | SURFACE MILLING | | | 0098 725-08291 42.000 m | 470.00000 19740.00| | PIPE LINER, CURED-IN-PLACE, 600 mm | | | 0099 725-08293 61.000 m | 900.00000 54900.00| | PIPE LINER, CURED-IN-PLACE, 900 mm | | | 0100 725-08298 269.000 m | 235.00000 63215.00| | PIPE LINER, CURED-IN-PLACE, 375 mm | | | 0101 725-08481 423.000 m | 315.00000 133245.00| | PIPE LINER, CURED-IN-PLACE, 300 mm | | | 0102 728-98377 LUMP | 3649.00000 3649.00| | MASONRY COATING | | | 0103 801-04308 15.000 EACH | 270.00000 4050.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06203 2301.000 m | 1.60000 3681.60| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0105 801-06207 4646.000 m | 2.50000 11615.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0106 801-06211 22.000 EACH | 85.00000 1870.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0107 801-06577 25.000 m | 15.20000 380.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0108 801-06640 20.000 EACH | 160.00000 3200.00| | CONSTRUCTION SIGN, A | | | 0109 801-06645 9.000 EACH | 45.00000 405.00| | CONSTRUCTION SIGN, B | | | 0110 801-06710 420.000 DAY | 15.00000 6300.00| | FLASHING ARROW SIGN | | | 0111 801-06775 LUMP | 70000.00000 70000.00| | MAINTAINING TRAFFIC | | | 0112 801-07118 111.600 m | 35.00000 3906.00| | BARRICADE, III-A | | | 0113 802-05701 47.200 m | 44.00000 2076.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 802-05702 20.000 m | 39.00000 780.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0115 802-76025 4.950 m2 | 230.00000 1138.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0116 802-76035 6.000 m2 | 290.00000 1740.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0117 802-76045 0.500 m2 | 360.00000 180.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0118 802-99045 4.000 EACH | 80.00000 320.00| | SIGN REMOUNTING | | | 0119 805-01842 5.000 EACH | 890.00000 4450.00| | HANDHOLE, SIGNAL | | | 0120 805-01879 2.000 EACH | 640.00000 1280.00| | SIGNAL SERVICE | | | 0121 805-01893 LUMP | 5500.00000 5500.00| | MAINTAINING TRAFFIC SIGNAL | | | 0122 805-02087 LUMP | 1200.00000 1200.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0123 805-02152 8.000 EACH | 610.00000 4880.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0124 805-02503 1282.000 m | 1.20000 1538.40| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0125 805-03978 1.000 EACH | 830.00000 830.00| | EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0126 805-03980 4.000 EACH | 270.00000 1080.00| | EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0127 805-03983 2.000 EACH | 3700.00000 7400.00| | PHASE SELECTORS | | | 0128 805-03985 241.000 m | 3.80000 915.80| | DETECTOR CABLE 3C 20GA. | | | 0129 805-05870 4.000 EACH | 1800.00000 7200.00| | SIGNAL SUPPORT FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 805-05871 3.000 EACH | 1000.00000 3000.00| | EMERGENCY VEHICLE LIGHT DETECTOR , | | | SINGLE CHANNEL, TWO DIRECTIONS | | | 0131 805-06592 507.000 m | 31.00000 15717.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0132 805-06834 1.000 EACH | 14000.00000 14000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0133 805-78205 14.000 EACH | 760.00000 10640.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0134 805-78230 4.000 EACH | 1210.00000 4840.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0135 805-78415 4.000 EACH | 1500.00000 6000.00| | SPAN, CATENARY, AND TETHER | | | 0136 805-78420 4.000 EACH | 220.00000 880.00| | DISCONNECT HANGER | | | 0137 805-78465 70.000 m | 5.80000 406.00| | SIGNAL CABLE, 2C 8GA. | | | 0138 805-78480 241.000 m | 3.10000 747.10| | SIGNAL CABLE, 3C 14GA. | | | 0139 805-78485 283.000 m | 3.80000 1075.40| | SIGNAL CABLE, 5C 14GA. | | | 0140 805-78490 253.000 m | 4.40000 1113.20| | SIGNAL CABLE, 7C 14GA. | | | 0141 805-78500 177.000 m | 5.50000 973.50| | SIGNAL CABLE, 11C 14GA. | | | 0142 805-78510 1944.000 m | 2.70000 5248.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0143 805-78785 5.000 EACH | 790.00000 3950.00| | SIGNAL DETECTOR HOUSING | | | 0144 805-78785 7.000 EACH | 220.00000 1540.00| | SIGNAL DETECTOR HOUSING , ADJUST TO | | | GRADE | | | 0145 805-78795 484.000 m | 22.00000 10648.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0146 805-81032 4.000 EACH | 3300.00000 13200.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 220 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,038,752.79 ROUTE : CALL ORDER : 220 CONTRACT ID : R -29163-A COUNTIES : MARION LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 805-90734 1.000 EACH | 5600.00000 5600.00| | TRAFFIC RESPONSIVE SYSTEM MASTER | | | 0148 805-92504 5.000 EACH | 810.00000 4050.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0149 805-96121 8.000 EACH | 155.00000 1240.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0150 807-98690 6.000 EACH | 150.00000 900.00| | HANDHOLE ADJUSTED TO GRADE | | | 0151 808-03178 20.000 EACH | 77.00000 1540.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0152 808-03179 14.000 EACH | 110.00000 1540.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0153 808-06716 850.000 m | 1.30000 1105.00| | LINE, REMOVE | | | 0154 808-75051 654.000 m | 2.35000 1536.90| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0155 808-75054 2115.000 m | 2.35000 4970.25| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0156 808-75059 907.000 m | 2.35000 2131.45| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0157 808-75067 116.000 m | 14.00000 1624.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0158 808-75069 432.000 m | 3.50000 1512.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0159 808-75998 7.000 EACH | 125.00000 875.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0160 306-08041 18666.000 m2 | 1.30000 24265.80| | MILLING, PCCP | | | SECTION TOTALS | $ 3,649,700.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,649,700.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 250 -1 VENDOR RANKING CALL ORDER : 250 CONTRACT ID : RS-29253-A COUNTIES : HAMILTON LETTING DATE : 01/24/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 08/31/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4729004 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC $ 1,305,265.72 100.0000% 2 35-1139301 E & B PAVING INC $ 1,359,823.37 104.1798% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,382,526.00 105.9191% 4 31-4351261 SHELLY & SANDS INC $ 1,391,789.93 106.6289% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,687,152.36 ROUTE : 19 CALL ORDER : 250 CONTRACT ID : RS-29253-A COUNTIES : HAMILTON LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |CALUMET ASPHALT PAVING CO. I |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1100.00000 1100.00| 15000.00000 15000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1997.00000 9985.00| 2500.00000 12500.00| 2325.00000 11625.00 FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 150.00000 450.00| 50.00000 150.00| 115.00000 345.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 15.000 MOS | 150.00000 2250.00| 100.00000 1500.00| 130.00000 1950.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 267127.00000 267127.00| 93200.00000 93200.00| 102000.00000 102000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 303-01180 468.000 TON | 23.00000 10764.00| 40.00000 18720.00| 35.00000 16380.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0011 304-07491 10783.000 TON | 38.00000 409754.00| 50.00000 539150.00| 50.00000 539150.00 HMA PATCHING, TYPE C | | | 0012 306-08033 51376.000 SYS | 0.55000 28256.80| 0.87000 44697.12| 0.55000 28256.80 MILLING, ASPHALT, 1 IN. | | | 0013 306-08043 1200.000 SYS | 0.95000 1140.00| 3.00000 3600.00| 2.00000 2400.00 MILLING, TRANSITION | | | 0014 306-08432 3190.000 SYS | 3.20000 10208.00| 3.05000 9729.50| 0.55000 1754.50 MILLING, APPROACH | | | 0015 401-06264 LUMP | 1200.00000 1200.00| 15000.00000 15000.00| 3500.00000 3500.00 PROFILOGRAPH, HMA | | | 0016 401-09051 4239.000 TON | 62.85000 266421.15| 65.00000 275535.00| 60.00000 254340.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm-PWL | | | 0017 401-09052 3651.000 TON | 50.10000 182915.10| 50.00000 182550.00| 52.00000 189852.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 | | | mm-PWL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,687,152.36 ROUTE : 19 CALL ORDER : 250 CONTRACT ID : RS-29253-A COUNTIES : HAMILTON LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |CALUMET ASPHALT PAVING CO. I |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 406-05520 23.000 TON | 350.00000 8050.00| 335.00000 7705.00| 320.00000 7360.00 ASPHALT FOR TACK COAT | | | 0019 610-07488 454.000 TON | 72.00000 32688.00| 125.00000 56750.00| 110.00000 49940.00 HMA FOR APPROACHES, TYPE C | | | 0020 720-44000 1.000 EACH | 500.00000 500.00| 700.00000 700.00| 265.00000 265.00 CASTING, ADJUST TO GRADE | | | 0021 801-06203 1227.000 LFT | 0.43000 527.61| 1.00000 1227.00| 0.27000 331.29 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 1987.000 LFT | 0.81000 1609.47| 2.00000 3974.00| 1.15000 2285.05 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 16.000 EACH | 180.00000 2880.00| 200.00000 3200.00| 190.00000 3040.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 47837.00000 47837.00| 50000.00000 50000.00| 143800.78000 143800.78 MAINTAINING TRAFFIC | | | 0025 805-02503 3600.000 LFT | 0.30000 1080.00| 0.55000 1980.00| 0.60000 2160.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0026 805-78510 130.000 LFT | 1.00000 130.00| 2.50000 325.00| 2.60000 338.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0027 805-78795 900.000 LFT | 5.50000 4950.00| 7.00000 6300.00| 7.00000 6300.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 808-06712 1350.000 LFT | 0.11000 148.50| 0.15000 202.50| 0.12000 162.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 20693.000 LFT | 0.11000 2276.23| 0.15000 3103.95| 0.12000 2483.16 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0030 808-06714 18511.000 LFT | 0.11000 2036.21| 0.15000 2776.65| 0.12000 2221.32 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0031 808-06723 12.000 EACH | 100.00000 1200.00| 125.00000 1500.00| 100.00000 1200.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0032 808-75297 252.000 LFT | 3.00000 756.00| 5.00000 1260.00| 3.10000 781.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0033 808-75325 6.000 EACH | 125.00000 750.00| 125.00000 750.00| 130.00000 780.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0034 808-75996 231.000 EACH | 9.15000 2113.65| 9.15000 2113.65| 4.90000 1131.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 250 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,687,152.36 ROUTE : 19 CALL ORDER : 250 CONTRACT ID : RS-29253-A COUNTIES : HAMILTON LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |CALUMET ASPHALT PAVING CO. I |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 808-75998 231.000 EACH | 18.00000 4158.00| 20.00000 4620.00| 19.00000 4389.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,305,265.72| $ 1,359,823.37| $ 1,382,526.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,305,265.72| $ 1,359,823.37| $ 1,382,526.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 250 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,687,152.36 ROUTE : 19 CALL ORDER : 250 CONTRACT ID : RS-29253-A COUNTIES : HAMILTON LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( ) |( ) |SHELLY & SANDS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2000.00000 2000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1800.00000 9000.00| | FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 160.00000 480.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 15.000 MOS | 85.00000 1275.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 70000.00000 70000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 303-01180 468.000 TON | 28.00000 13104.00| | COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0011 304-07491 10783.000 TON | 55.00000 593065.00| | HMA PATCHING, TYPE C | | | 0012 306-08033 51376.000 SYS | 1.00000 51376.00| | MILLING, ASPHALT, 1 IN. | | | 0013 306-08043 1200.000 SYS | 3.00000 3600.00| | MILLING, TRANSITION | | | 0014 306-08432 3190.000 SYS | 3.00000 9570.00| | MILLING, APPROACH | | | 0015 401-06264 LUMP | 5800.00000 5800.00| | PROFILOGRAPH, HMA | | | 0016 401-09051 4239.000 TON | 59.00000 250101.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm-PWL | | | 0017 401-09052 3651.000 TON | 53.00000 193503.00| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 | | | mm-PWL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 250 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,687,152.36 ROUTE : 19 CALL ORDER : 250 CONTRACT ID : RS-29253-A COUNTIES : HAMILTON LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( ) |( ) |SHELLY & SANDS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 406-05520 23.000 TON | 250.00000 5750.00| | ASPHALT FOR TACK COAT | | | 0019 610-07488 454.000 TON | 120.00000 54480.00| | HMA FOR APPROACHES, TYPE C | | | 0020 720-44000 1.000 EACH | 800.00000 800.00| | CASTING, ADJUST TO GRADE | | | 0021 801-06203 1227.000 LFT | 1.00000 1227.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 1987.000 LFT | 1.45000 2881.15| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 16.000 EACH | 190.00000 3040.00| | CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 100000.00000 100000.00| | MAINTAINING TRAFFIC | | | 0025 805-02503 3600.000 LFT | 0.32000 1152.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0026 805-78510 130.000 LFT | 1.05000 136.50| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0027 805-78795 900.000 LFT | 5.85000 5265.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 808-06712 1350.000 LFT | 0.12000 162.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 20693.000 LFT | 0.12000 2483.16| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0030 808-06714 18511.000 LFT | 0.12000 2221.32| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0031 808-06723 12.000 EACH | 105.00000 1260.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0032 808-75297 252.000 LFT | 3.15000 793.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0033 808-75325 6.000 EACH | 132.00000 792.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0034 808-75996 231.000 EACH | 9.00000 2079.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 250 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,687,152.36 ROUTE : 19 CALL ORDER : 250 CONTRACT ID : RS-29253-A COUNTIES : HAMILTON LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( ) |( ) |SHELLY & SANDS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 808-75998 231.000 EACH | 19.00000 4389.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,391,789.93| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,391,789.93| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -1 VENDOR RANKING CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 08/11/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9969012 9969012 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,126,973.36 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,138,342.51 101.0088% 3 35-1357381 DAVE O`MARA CONTRACTOR $ 1,252,039.04 111.0975% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,385,000.00 122.8955% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,391,840.05 123.5025% 6 35-1549010 MCALISTER EXCAVATING CO $ 1,414,100.27 125.4777% 7 35-1128289 BEATY CONSTRUCTION INC $ 1,574,363.17 139.6983% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1385672 |( 3 ) 35-1357381 |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. INC. |DAVE O`MARA CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PASSING LANES | | | 0001 105-06845 LUMP | 27500.00000 27500.00| 9900.00000 9900.00| 10900.00000 10900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1300.00000 11700.00| 1550.00000 13950.00| 1295.00000 11655.00 FIELD OFFICE, A | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 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 | 55000.00000 55000.00| 63681.00000 63681.00| 62000.00000 62000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 22000.00000 22000.00| 28065.00000 28065.00| 24800.00000 24800.00 CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 25000.00000 25000.00| 15227.00000 15227.00| 21500.00000 21500.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 2105.000 m3 | 15.00000 31575.00| 20.00000 42100.00| 14.00000 29470.00 EXCAVATION, COMMON | | | 0010 203-02040 12.500 m3 | 120.00000 1500.00| 127.00000 1587.50| 175.00000 2187.50 EXCAVATION, Y | | | 0011 203-02070 10631.000 m3 | 17.50000 186042.50| 16.30000 173285.30| 15.50000 164780.50 BORROW | | | 0012 203-51223 48.000 m3 | 20.00000 960.00| 74.00000 3552.00| 82.00000 3936.00 EXCAVATION, WATERWAY | | | 0013 205-03371 36.000 m3 | 10.00000 360.00| 25.00000 900.00| 29.00000 1044.00 SEDIMENT REMOVE | | | 0014 205-06930 4.900 Mg | 50.00000 245.00| 52.00000 254.80| 69.00000 338.10 SPLASHPAD, RIPRAP | | | 0015 205-06931 2033.400 Mg | 25.00000 50835.00| 24.00000 48801.60| 24.00000 48801.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06936 21.600 Mg | 25.00000 540.00| 34.00000 734.40| 79.00000 1706.40 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 108.200 m | 5.00000 541.00| 4.43000 479.33| 10.00000 1082.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1385672 |( 3 ) 35-1357381 |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. INC. |DAVE O`MARA CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06938 68.000 m | 25.00000 1700.00| 20.00000 1360.00| 35.00000 2380.00 TEMPORARY SLOPE DRAIN | | | 0019 207-08266 2400.000 m2 | 5.00000 12000.00| 5.00000 12000.00| 9.00000 21600.00 SUBGRADE TREATMENT, TYPE III | | | 0020 211-06467 46.900 m3 | 50.00000 2345.00| 60.00000 2814.00| 89.00000 4174.10 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 995.700 m3 | 15.00000 14935.50| 47.50000 47295.75| 39.00000 38832.30 STRUCTURE BACKFILL | | | 0022 301-07448 978.200 Mg | 22.50000 22009.50| 19.35000 18928.17| 21.00000 20542.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 18.400 m3 | 50.00000 920.00| 101.00000 1858.40| 75.00000 1380.00 DENSE GRADED SUBBASE | | | 0024 306-08043 69.000 m2 | 20.00000 1380.00| 22.00000 1518.00| 39.00000 2691.00 MILLING, TRANSITION | | | 0025 402-07432 95.800 Mg | 87.50000 8382.50| 85.00000 8143.00| 84.00000 8047.20 HMA SURFACE, TYPE A | | | 0026 402-07433 42.300 Mg | 87.50000 3701.25| 85.00000 3595.50| 84.00000 3553.20 HMA SURFACE, TYPE B | | | 0027 402-07435 119.600 Mg | 65.00000 7774.00| 60.00000 7176.00| 59.50000 7116.20 HMA INTERMEDIATE, TYPE A | | | 0028 402-07438 40.700 Mg | 65.00000 2645.50| 60.00000 2442.00| 59.50000 2421.65 HMA INTERMEDIATE, TYPE B | | | 0029 402-07441 221.100 Mg | 65.00000 14371.50| 60.00000 13266.00| 59.50000 13155.45 HMA BASE, TYPE B | | | 0030 404-05514 387.800 m2 | 12.00000 4653.60| 12.00000 4653.60| 10.00000 3878.00 SEAL COAT, 5 | | | 0031 406-05521 3063.400 m2 | 0.20000 612.68| 0.20000 612.68| 0.15000 459.51 ASPHALT FOR TACK COAT | | | 0032 601-06037 4.000 EACH | 800.00000 3200.00| 685.00000 2740.00| 750.00000 3000.00 GUARDRAIL END TREATMENT, I | | | 0033 601-06374 4.000 EACH | 750.00000 3000.00| 985.00000 3940.00| 1000.00000 4000.00 GUARDRAIL TRANSITION, TGS-1 | | | 0034 601-99105 57.150 m | 55.00000 3143.25| 59.35000 3391.85| 60.00000 3429.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 603-02664 1.000 EACH | 4500.00000 4500.00| 5200.00000 5200.00| 4500.00000 4500.00 GATE, CATTLE | | | 0036 603-03398 67.400 m | 82.00000 5526.80| 87.81000 5918.39| 96.00000 6470.40 FENCE, RELOCATE | | | 0037 603-95104 1.000 EACH | 1350.00000 1350.00| 585.00000 585.00| 600.00000 600.00 FENCE GATE, FARM FIELD, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1385672 |( 3 ) 35-1357381 |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. INC. |DAVE O`MARA CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 609-06257 122.900 m2 | 79.50000 9770.55| 67.25000 8265.03| 98.00000 12044.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0039 610-07486 205.000 Mg | 87.50000 17937.50| 85.00000 17425.00| 84.00000 17220.00 HMA FOR APPROACHES, TYPE A | | | 0040 616-02305 805.900 m3 | 180.00000 145062.00| 154.00000 124108.60| 215.00000 173268.50 GABIONS | | | 0041 616-02320 5252.100 m2 | 3.25000 17069.33| 2.22000 11659.66| 3.40000 17857.14 GEOTEXTILES | | | 0042 616-06405 1329.900 Mg | 25.00000 33247.50| 21.24000 28247.08| 24.00000 31917.60 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH | 450.00000 900.00| 400.00000 800.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01371 34.600 kg | 6.50000 224.90| 6.00000 207.60| 13.00000 449.80 SEED MIXTURE, LEGUME, 2 | | | 0045 621-02770 9640.000 m2 | 1.75000 16870.00| 1.60000 15424.00| 1.45000 13978.00 EROSION CONTROL BLANKET | | | 0046 621-04258 7.000 kg | 45.00000 315.00| 40.00000 280.00| 279.00000 1953.00 SEED MIXTURE , MITIGATION | | | 0047 621-06545 1.200 Mg | 400.00000 480.00| 360.00000 432.00| 600.00000 720.00 FERTILIZER | | | 0048 621-06553 202.000 kg | 5.75000 1161.50| 5.50000 1111.00| 9.00000 1818.00 SEED MIXTURE, R | | | 0049 621-06557 232.500 kg | 4.00000 930.00| 4.00000 930.00| 6.00000 1395.00 SEED MIXTURE, T | | | 0050 621-06565 12.500 Mg | 350.00000 4375.00| 330.00000 4125.00| 475.00000 5937.50 MULCHING MATERIAL | | | 0051 621-06567 0.900 kL | 5.00000 4.50| 5.00000 4.50| 1.00000 0.90 WATER | | | 0052 621-06575 50.800 m2 | 4.00000 203.20| 3.00000 152.40| 43.00000 2184.40 SODDING, NURSERY | | | 0053 622-52436 2.000 EACH | 30.00000 60.00| 28.00000 56.00| 32.00000 64.00 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 40.000 EACH | 7.50000 300.00| 6.00000 240.00| 36.00000 1440.00 SEEDLING | | | 0055 701-03921 50.400 m | 175.00000 8820.00| 325.00000 16380.00| 470.00000 23688.00 PILE, STEEL H, HP 360 X 152 | | | 0056 701-91792 8.000 EACH | 100.00000 800.00| 114.00000 912.00| 200.00000 1600.00 PILE TIP, STEEL H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1385672 |( 3 ) 35-1357381 |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. INC. |DAVE O`MARA CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 703-51032 17131.000 kg | 2.00000 34262.00| 2.37000 40600.47| 1.75000 29979.25 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 172.300 m3 | 550.00000 94765.00| 675.00000 116302.50| 565.00000 97349.50 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06344 76.200 m | 190.00000 14478.00| 222.25000 16935.45| 240.00000 18288.00 RAILING, TS-1 | | | 0060 707-08492 158.400 m | 1000.00000 158400.00| 981.57000 155480.69| 1193.00000 188971.20 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1067 mm | | | 0061 709-51821 LUMP | 4650.00000 4650.00| 1800.00000 1800.00| 1800.00000 1800.00 SURFACE SEAL | | | 0062 715-05407 42.000 m | 15.00000 630.00| 20.47000 859.74| 53.00000 2226.00 PIPE, END BENT DRAIN, 150 mm | | | 0063 801-04308 4.000 EACH | 400.00000 1600.00| 295.00000 1180.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 8.000 EACH | 230.00000 1840.00| 125.00000 1000.00| 135.00000 1080.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 19.000 EACH | 200.00000 3800.00| 125.00000 2375.00| 135.00000 2565.00 CONSTRUCTION SIGN, A | | | 0066 801-06775 LUMP | 15000.00000 15000.00| 14351.00000 14351.00| 57000.00000 57000.00 MAINTAINING TRAFFIC | | | 0067 801-07118 36.000 m | 75.00000 2700.00| 83.00000 2988.00| 89.00000 3204.00 BARRICADE, III-A | | | 0068 802-76025 1.740 m2 | 220.00000 382.80| 192.60000 335.12| 200.00000 348.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76035 0.840 m2 | 190.00000 159.60| 214.12000 179.86| 215.00000 180.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 802-76055 20.100 m | 20.00000 402.00| 16.24000 326.42| 17.00000 341.70 SIGN POST, A | | | 0071 808-06703 274.700 m | 3.50000 961.45| 1.38000 379.09| 1.50000 412.05 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0072 808-06706 7.500 m | 50.00000 375.00| 19.35000 145.13| 20.00000 150.00 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0073 808-06716 128.300 m | 6.50000 833.95| 3.00000 384.90| 3.30000 423.39 LINE, REMOVE | | | 0074 303-07662 50.000 Mg | 25.00000 1250.00| 40.00000 2000.00| 21.00000 1050.00 STONE , #2 STONE | | | SECTION TOTALS | $ 1,126,973.36| $ 1,138,342.51| $ 1,252,039.04 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,126,973.36| $ 1,138,342.51| $ 1,252,039.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1549010 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PASSING LANES | | | 0001 105-06845 LUMP | 30280.05000 30280.05| 15000.00000 15000.00| 16500.00000 16500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1540.00000 13860.00| 2750.00000 24750.00| 2000.00000 18000.00 FIELD OFFICE, A | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 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 | 69000.00000 69000.00| 68000.00000 68000.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 35000.00000 35000.00| 35000.00000 35000.00| 52000.00000 52000.00 CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 25000.00000 25000.00| 32000.00000 32000.00| 24000.00000 24000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 2105.000 m3 | 16.00000 33680.00| 20.00000 42100.00| 15.50000 32627.50 EXCAVATION, COMMON | | | 0010 203-02040 12.500 m3 | 50.00000 625.00| 50.00000 625.00| 35.00000 437.50 EXCAVATION, Y | | | 0011 203-02070 10631.000 m3 | 13.00000 138203.00| 20.00000 212620.00| 18.00000 191358.00 BORROW | | | 0012 203-51223 48.000 m3 | 50.00000 2400.00| 30.00000 1440.00| 20.00000 960.00 EXCAVATION, WATERWAY | | | 0013 205-03371 36.000 m3 | 50.00000 1800.00| 25.00000 900.00| 21.00000 756.00 SEDIMENT REMOVE | | | 0014 205-06930 4.900 Mg | 215.00000 1053.50| 50.00000 245.00| 38.00000 186.20 SPLASHPAD, RIPRAP | | | 0015 205-06931 2033.400 Mg | 30.00000 61002.00| 40.00000 81336.00| 20.00000 40668.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06936 21.600 Mg | 80.00000 1728.00| 75.00000 1620.00| 55.00000 1188.00 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 108.200 m | 13.00000 1406.60| 10.00000 1082.00| 15.00000 1623.00 TEMPORARY SILT FENCE | | | 0018 205-06938 68.000 m | 60.00000 4080.00| 120.00000 8160.00| 85.00000 5780.00 TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1549010 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08266 2400.000 m2 | 7.00000 16800.00| 12.00000 28800.00| 9.00000 21600.00 SUBGRADE TREATMENT, TYPE III | | | 0020 211-06467 46.900 m3 | 85.00000 3986.50| 75.00000 3517.50| 120.00000 5628.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 995.700 m3 | 60.00000 59742.00| 45.00000 44806.50| 23.00000 22901.10 STRUCTURE BACKFILL | | | 0022 301-07448 978.200 Mg | 25.00000 24455.00| 20.00000 19564.00| 21.00000 20542.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 18.400 m3 | 80.00000 1472.00| 125.00000 2300.00| 25.00000 460.00 DENSE GRADED SUBBASE | | | 0024 306-08043 69.000 m2 | 19.55000 1348.95| 50.00000 3450.00| 64.00000 4416.00 MILLING, TRANSITION | | | 0025 402-07432 95.800 Mg | 71.60000 6859.28| 90.00000 8622.00| 97.00000 9292.60 HMA SURFACE, TYPE A | | | 0026 402-07433 42.300 Mg | 69.54000 2941.54| 90.00000 3807.00| 97.00000 4103.10 HMA SURFACE, TYPE B | | | 0027 402-07435 119.600 Mg | 60.86000 7278.86| 65.00000 7774.00| 75.00000 8970.00 HMA INTERMEDIATE, TYPE A | | | 0028 402-07438 40.700 Mg | 71.83000 2923.48| 65.00000 2645.50| 75.00000 3052.50 HMA INTERMEDIATE, TYPE B | | | 0029 402-07441 221.100 Mg | 67.50000 14924.25| 65.00000 14371.50| 75.00000 16582.50 HMA BASE, TYPE B | | | 0030 404-05514 387.800 m2 | 3.20000 1240.96| 13.00000 5041.40| 13.50000 5235.30 SEAL COAT, 5 | | | 0031 406-05521 3063.400 m2 | 0.25000 765.85| 0.25000 765.85| 0.25000 765.85 ASPHALT FOR TACK COAT | | | 0032 601-06037 4.000 EACH | 750.00000 3000.00| 800.00000 3200.00| 850.00000 3400.00 GUARDRAIL END TREATMENT, I | | | 0033 601-06374 4.000 EACH | 705.00000 2820.00| 800.00000 3200.00| 810.00000 3240.00 GUARDRAIL TRANSITION, TGS-1 | | | 0034 601-99105 57.150 m | 49.50000 2828.93| 50.00000 2857.50| 60.00000 3429.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 603-02664 1.000 EACH | 6500.00000 6500.00| 6500.00000 6500.00| 4000.00000 4000.00 GATE, CATTLE | | | 0036 603-03398 67.400 m | 78.40000 5284.16| 80.00000 5392.00| 90.00000 6066.00 FENCE, RELOCATE | | | 0037 603-95104 1.000 EACH | 1250.00000 1250.00| 1300.00000 1300.00| 1400.00000 1400.00 FENCE GATE, FARM FIELD, RESET | | | 0038 609-06257 122.900 m2 | 130.00000 15977.00| 100.00000 12290.00| 110.00000 13519.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1549010 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 610-07486 205.000 Mg | 81.42000 16691.10| 90.00000 18450.00| 97.00000 19885.00 HMA FOR APPROACHES, TYPE A | | | 0040 616-02305 805.900 m3 | 250.00000 201475.00| 175.00000 141032.50| 268.00000 215981.20 GABIONS | | | 0041 616-02320 5252.100 m2 | 3.50000 18382.35| 2.50000 13130.25| 2.75000 14443.28 GEOTEXTILES | | | 0042 616-06405 1329.900 Mg | 30.00000 39897.00| 25.00000 33247.50| 20.00000 26598.00 RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH | 450.00000 900.00| 700.00000 1400.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01371 34.600 kg | 7.79000 269.53| 13.00000 449.80| 14.00000 484.40 SEED MIXTURE, LEGUME, 2 | | | 0045 621-02770 9640.000 m2 | 1.50000 14460.00| 1.50000 14460.00| 1.50000 14460.00 EROSION CONTROL BLANKET | | | 0046 621-04258 7.000 kg | 73.41000 513.87| 275.00000 1925.00| 290.00000 2030.00 SEED MIXTURE , MITIGATION | | | 0047 621-06545 1.200 Mg | 498.00000 597.60| 600.00000 720.00| 655.00000 786.00 FERTILIZER | | | 0048 621-06553 202.000 kg | 7.07000 1428.14| 8.50000 1717.00| 6.00000 1212.00 SEED MIXTURE, R | | | 0049 621-06557 232.500 kg | 5.53000 1285.73| 6.50000 1511.25| 7.00000 1627.50 SEED MIXTURE, T | | | 0050 621-06565 12.500 Mg | 440.00000 5500.00| 450.00000 5625.00| 510.00000 6375.00 MULCHING MATERIAL | | | 0051 621-06567 0.900 kL | 10.00000 9.00| 1.00000 0.90| 1.00000 0.90 WATER | | | 0052 621-06575 50.800 m2 | 9.50000 482.60| 40.00000 2032.00| 42.00000 2133.60 SODDING, NURSERY | | | 0053 622-52436 2.000 EACH | 30.00000 60.00| 34.00000 68.00| 40.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 40.000 EACH | 6.50000 260.00| 40.00000 1600.00| 41.00000 1640.00 SEEDLING | | | 0055 701-03921 50.400 m | 385.00000 19404.00| 400.00000 20160.00| 325.00000 16380.00 PILE, STEEL H, HP 360 X 152 | | | 0056 701-91792 8.000 EACH | 150.00000 1200.00| 200.00000 1600.00| 100.00000 800.00 PILE TIP, STEEL H | | | 0057 703-51032 17131.000 kg | 1.80000 30835.80| 2.50000 42827.50| 2.50000 42827.50 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1549010 |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 704-51002 172.300 m3 | 800.00000 137840.00| 900.00000 155070.00| 725.00000 124917.50 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06344 76.200 m | 200.00000 15240.00| 225.00000 17145.00| 205.00000 15621.00 RAILING, TS-1 | | | 0060 707-08492 158.400 m | 1575.00000 249480.00| 1200.00000 190080.00| 1130.00000 178992.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1067 mm | | | 0061 709-51821 LUMP | 1800.00000 1800.00| 2000.00000 2000.00| 2300.00000 2300.00 SURFACE SEAL | | | 0062 715-05407 42.000 m | 30.00000 1260.00| 60.00000 2520.00| 22.00000 924.00 PIPE, END BENT DRAIN, 150 mm | | | 0063 801-04308 4.000 EACH | 495.00000 1980.00| 350.00000 1400.00| 354.00000 1416.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 8.000 EACH | 160.00000 1280.00| 150.00000 1200.00| 150.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 19.000 EACH | 210.00000 3990.00| 150.00000 2850.00| 150.00000 2850.00 CONSTRUCTION SIGN, A | | | 0066 801-06775 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| 90000.00000 90000.00 MAINTAINING TRAFFIC | | | 0067 801-07118 36.000 m | 52.00000 1872.00| 85.00000 3060.00| 99.00000 3564.00 BARRICADE, III-A | | | 0068 802-76025 1.740 m2 | 206.00000 358.44| 225.00000 391.50| 236.00000 410.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76035 0.840 m2 | 180.00000 151.20| 200.00000 168.00| 220.00000 184.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 802-76055 20.100 m | 17.50000 351.75| 20.00000 402.00| 20.00000 402.00 SIGN POST, A | | | 0071 808-06703 274.700 m | 6.75000 1854.23| 1.50000 412.05| 1.50000 412.05 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0072 808-06706 7.500 m | 40.00000 300.00| 20.00000 150.00| 23.00000 172.50 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0073 808-06716 128.300 m | 2.50000 320.75| 3.50000 449.05| 3.50000 449.05 LINE, REMOVE | | | 0074 303-07662 50.000 Mg | 35.00000 1750.00| 50.00000 2500.00| 27.00000 1350.00 STONE , #2 STONE | | | SECTION TOTALS | $ 1,385,000.00| $ 1,391,840.05| $ 1,414,100.27 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,385,000.00| $ 1,391,840.05| $ 1,414,100.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PASSING LANES | | | 0001 105-06845 LUMP | 10075.00000 10075.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2200.00000 19800.00| | FIELD OFFICE, A | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 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 | 78500.00000 78500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 31450.00000 31450.00| | CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 100000.00000 100000.00| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 2105.000 m3 | 10.50000 22102.50| | EXCAVATION, COMMON | | | 0010 203-02040 12.500 m3 | 240.00000 3000.00| | EXCAVATION, Y | | | 0011 203-02070 10631.000 m3 | 18.50000 196673.50| | BORROW | | | 0012 203-51223 48.000 m3 | 44.00000 2112.00| | EXCAVATION, WATERWAY | | | 0013 205-03371 36.000 m3 | 40.00000 1440.00| | SEDIMENT REMOVE | | | 0014 205-06930 4.900 Mg | 120.00000 588.00| | SPLASHPAD, RIPRAP | | | 0015 205-06931 2033.400 Mg | 41.00000 83369.40| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06936 21.600 Mg | 105.00000 2268.00| | TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 108.200 m | 6.50000 703.30| | TEMPORARY SILT FENCE | | | 0018 205-06938 68.000 m | 120.00000 8160.00| | TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08266 2400.000 m2 | 8.25000 19800.00| | SUBGRADE TREATMENT, TYPE III | | | 0020 211-06467 46.900 m3 | 105.00000 4924.50| | AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 995.700 m3 | 40.00000 39828.00| | STRUCTURE BACKFILL | | | 0022 301-07448 978.200 Mg | 26.00000 25433.20| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 18.400 m3 | 106.00000 1950.40| | DENSE GRADED SUBBASE | | | 0024 306-08043 69.000 m2 | 30.00000 2070.00| | MILLING, TRANSITION | | | 0025 402-07432 95.800 Mg | 96.00000 9196.80| | HMA SURFACE, TYPE A | | | 0026 402-07433 42.300 Mg | 96.00000 4060.80| | HMA SURFACE, TYPE B | | | 0027 402-07435 119.600 Mg | 68.00000 8132.80| | HMA INTERMEDIATE, TYPE A | | | 0028 402-07438 40.700 Mg | 68.00000 2767.60| | HMA INTERMEDIATE, TYPE B | | | 0029 402-07441 221.100 Mg | 68.00000 15034.80| | HMA BASE, TYPE B | | | 0030 404-05514 387.800 m2 | 13.50000 5235.30| | SEAL COAT, 5 | | | 0031 406-05521 3063.400 m2 | 0.25000 765.85| | ASPHALT FOR TACK COAT | | | 0032 601-06037 4.000 EACH | 850.00000 3400.00| | GUARDRAIL END TREATMENT, I | | | 0033 601-06374 4.000 EACH | 800.00000 3200.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0034 601-99105 57.150 m | 56.00000 3200.40| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 603-02664 1.000 EACH | 10000.00000 10000.00| | GATE, CATTLE | | | 0036 603-03398 67.400 m | 90.00000 6066.00| | FENCE, RELOCATE | | | 0037 603-95104 1.000 EACH | 1500.00000 1500.00| | FENCE GATE, FARM FIELD, RESET | | | 0038 609-06257 122.900 m2 | 80.00000 9832.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 610-07486 205.000 Mg | 96.00000 19680.00| | HMA FOR APPROACHES, TYPE A | | | 0040 616-02305 805.900 m3 | 280.00000 225652.00| | GABIONS | | | 0041 616-02320 5252.100 m2 | 2.75000 14443.28| | GEOTEXTILES | | | 0042 616-06405 1329.900 Mg | 26.00000 34577.40| | RIPRAP, REVETMENT | | | 0043 621-01004 2.000 EACH | 510.00000 1020.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01371 34.600 kg | 8.80000 304.48| | SEED MIXTURE, LEGUME, 2 | | | 0045 621-02770 9640.000 m2 | 1.70000 16388.00| | EROSION CONTROL BLANKET | | | 0046 621-04258 7.000 kg | 83.00000 581.00| | SEED MIXTURE , MITIGATION | | | 0047 621-06545 1.200 Mg | 561.00000 673.20| | FERTILIZER | | | 0048 621-06553 202.000 kg | 8.00000 1616.00| | SEED MIXTURE, R | | | 0049 621-06557 232.500 kg | 6.25000 1453.13| | SEED MIXTURE, T | | | 0050 621-06565 12.500 Mg | 500.00000 6250.00| | MULCHING MATERIAL | | | 0051 621-06567 0.900 kL | 11.25000 10.13| | WATER | | | 0052 621-06575 50.800 m2 | 10.75000 546.10| | SODDING, NURSERY | | | 0053 622-52436 2.000 EACH | 34.00000 68.00| | SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 40.000 EACH | 7.50000 300.00| | SEEDLING | | | 0055 701-03921 50.400 m | 375.00000 18900.00| | PILE, STEEL H, HP 360 X 152 | | | 0056 701-91792 8.000 EACH | 140.00000 1120.00| | PILE TIP, STEEL H | | | 0057 703-51032 17131.000 kg | 2.30000 39401.30| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 280 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,066.88 ROUTE : CALL ORDER : 280 CONTRACT ID : B -26847-A COUNTIES : RIPLEY LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 704-51002 172.300 m3 | 800.00000 137840.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06344 76.200 m | 200.00000 15240.00| | RAILING, TS-1 | | | 0060 707-08492 158.400 m | 1385.00000 219384.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1067 mm | | | 0061 709-51821 LUMP | 2030.00000 2030.00| | SURFACE SEAL | | | 0062 715-05407 42.000 m | 9.50000 399.00| | PIPE, END BENT DRAIN, 150 mm | | | 0063 801-04308 4.000 EACH | 390.00000 1560.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 8.000 EACH | 260.00000 2080.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 19.000 EACH | 190.00000 3610.00| | CONSTRUCTION SIGN, A | | | 0066 801-06775 LUMP | 65000.00000 65000.00| | MAINTAINING TRAFFIC | | | 0067 801-07118 36.000 m | 68.00000 2448.00| | BARRICADE, III-A | | | 0068 802-76025 1.740 m2 | 400.00000 696.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76035 0.840 m2 | 250.00000 210.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 802-76055 20.100 m | 22.50000 452.25| | SIGN POST, A | | | 0071 808-06703 274.700 m | 3.10000 851.57| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0072 808-06706 7.500 m | 54.00000 405.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0073 808-06716 128.300 m | 7.25000 930.18| | LINE, REMOVE | | | 0074 303-07662 50.000 Mg | 32.00000 1600.00| | STONE , #2 STONE | | | SECTION TOTALS | $ 1,574,363.17| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,574,363.17| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -1 VENDOR RANKING CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 10/01/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1941020 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 1,069,743.35 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,098,045.06 102.6457% 3 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 1,120,699.11 104.7634% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,240,263.67 115.9403% 5 35-1068009 DYER CONSTRUCTION CO $ 1,250,751.75 116.9207% 6 35-1035122 GARIUP CONSTRUCTION CO. INC $ 1,588,000.00 148.4468% 7 32-0154474 JCI BRIDGE GROUP INC $ 1,757,978.88 164.3365% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT, SPECIAL | | | 0001 105-06845 LUMP | 17000.00000 17000.00| 8000.00000 8000.00| 14500.00000 14500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2600.00000 26000.00| 2500.00000 25000.00| 2500.00000 25000.00 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 500.00000 1000.00| 100.00000 200.00| 350.00000 700.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 20.000 MOS | 300.00000 6000.00| 50.00000 1000.00| 100.00000 2000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 110-01001 LUMP | 50000.00000 50000.00| 55000.00000 55000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 10000.00000 10000.00| 16500.00000 16500.00| 16500.00000 16500.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 1467.000 SYS | 12.00000 17604.00| 15.00000 22005.00| 10.83000 15887.61 PAVEMENT REMOVAL | | | 0009 202-02241 347.000 LFT | 7.15000 2481.05| 6.15000 2134.05| 6.15000 2134.05 GUARDRAIL, REMOVE | | | 0010 202-51330 LUMP | 50000.00000 50000.00| 150000.00000 150000.00| 88000.00000 88000.00 PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 1059.000 CYS | 12.00000 12708.00| 13.33000 14116.47| 11.50000 12178.50 EXCAVATION, COMMON | | | 0012 203-51223 737.000 CYS | 12.00000 8844.00| 20.00000 14740.00| 17.70000 13044.90 EXCAVATION, WATERWAY | | | 0013 205-06931 78.000 TON | 28.00000 2184.00| 50.00000 3900.00| 50.50000 3939.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 240.000 LFT | 15.00000 3600.00| 10.10000 2424.00| 10.10000 2424.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06937 1850.000 LFT | 2.00000 3700.00| 1.48000 2738.00| 1.18000 2183.00 TEMPORARY SILT FENCE | | | 0016 206-51220 316.000 CYS | 140.00000 44240.00| 25.00000 7900.00| 17.70000 5593.20 EXCAVATION, WET | | | 0017 206-51230 759.000 CYS | 27.00000 20493.00| 15.00000 11385.00| 17.70000 13434.30 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 207-08262 3251.000 SYS | 8.00000 26008.00| 14.00000 45514.00| 6.85000 22269.35 SUBGRADE TREATMENT, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08266 2512.000 SYS | 12.00000 30144.00| 6.25000 15700.00| 1.00000 2512.00 SUBGRADE TREATMENT, TYPE III | | | 0020 211-07454 402.000 CYS | 24.00000 9648.00| 35.00000 14070.00| 22.50000 9045.00 STRUCTURE BACKFILL | | | 0021 301-07448 2335.000 TON | 26.00000 60710.00| 25.00000 58375.00| 22.30000 52070.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-07662 50.000 TON | 28.00000 1400.00| 45.00000 2250.00| 23.55000 1177.50 STONE ,NO. 2 | | | 0023 306-08043 800.000 SYS | 10.00000 8000.00| 3.00000 2400.00| 4.11000 3288.00 MILLING, TRANSITION | | | 0024 402-07432 290.000 TON | 90.00000 26100.00| 82.00000 23780.00| 80.00000 23200.00 HMA SURFACE, TYPE A | | | 0025 402-07434 190.000 TON | 90.00000 17100.00| 78.00000 14820.00| 80.00000 15200.00 HMA SURFACE, TYPE C | | | 0026 402-07435 595.000 TON | 85.00000 50575.00| 69.00000 41055.00| 68.00000 40460.00 HMA INTERMEDIATE, TYPE A | | | 0027 402-07439 295.000 TON | 85.00000 25075.00| 66.00000 19470.00| 68.00000 20060.00 HMA INTERMEDIATE, TYPE C | | | 0028 402-07440 340.000 TON | 70.00000 23800.00| 60.00000 20400.00| 59.00000 20060.00 HMA BASE, TYPE A | | | 0029 402-07442 875.000 TON | 70.00000 61250.00| 54.00000 47250.00| 59.00000 51625.00 HMA BASE, TYPE C | | | 0030 406-05520 4.000 TON | 600.00000 2400.00| 375.00000 1500.00| 500.00000 2000.00 ASPHALT FOR TACK COAT | | | 0031 601-06854 2.000 EACH | 3720.00000 7440.00| 2800.00000 5600.00| 2800.00000 5600.00 GUARDRAIL, W-BEAM, NESTED | | | 0032 601-06856 4.000 EACH | 400.00000 1600.00| 300.00000 1200.00| 300.00000 1200.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0033 601-94689 4.000 EACH | 2760.00000 11040.00| 2400.00000 9600.00| 2400.00000 9600.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-94689 4.000 EACH | 2185.00000 8740.00| 1900.00000 7600.00| 1900.00000 7600.00 GUARDRAIL END TREATMENT, OS ,TEMPORARY | | | 0035 601-97774 1.000 EACH | 800.00000 800.00| 650.00000 650.00| 650.00000 650.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE ,STAGE 2 | | | 0036 601-99105 700.000 LFT | 20.00000 14000.00| 16.60000 11620.00| 16.60000 11620.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 601-99105 518.750 LFT | 12.00000 6225.00| 8.00000 4150.00| 8.00000 4150.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 603-06040 447.000 LFT | 14.00000 6258.00| 11.50000 5140.50| 11.50000 5140.50 FENCE, FARM FIELD, 47 IN. | | | 0039 615-06490 14.000 EACH | 150.00000 2100.00| 124.00000 1736.00| 179.00000 2506.00 RIGHT OF WAY MARKER | | | 0040 616-02320 1202.000 SYS | 3.00000 3606.00| 3.00000 3606.00| 2.50000 3005.00 GEOTEXTILES | | | 0041 616-05688 500.000 TON | 50.00000 25000.00| 56.00000 28000.00| 45.15000 22575.00 RIPRAP, CLASS 1 | | | 0042 616-06405 204.000 TON | 33.00000 6732.00| 38.00000 7752.00| 35.25000 7191.00 RIPRAP, REVETMENT | | | 0043 616-06451 396.000 TON | 37.00000 14652.00| 35.00000 13860.00| 35.25000 13959.00 RIPRAP, UNIFORM | | | 0044 621-01004 2.000 EACH | 700.00000 1400.00| 525.00000 1050.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.000 TON | 850.00000 850.00| 738.00000 738.00| 738.00000 738.00 FERTILIZER | | | 0046 621-06553 333.000 LBS | 5.00000 1665.00| 3.88000 1292.04| 3.88000 1292.04 SEED MIXTURE, R | | | 0047 621-06557 100.000 LBS | 10.00000 1000.00| 7.50000 750.00| 7.50000 750.00 SEED MIXTURE, T | | | 0048 621-06565 6.000 TON | 750.00000 4500.00| 563.00000 3378.00| 563.00000 3378.00 MULCHING MATERIAL | | | 0049 621-06567 1.000 kGAL | 70.00000 70.00| 65.00000 65.00| 65.00000 65.00 WATER | | | 0050 621-06574 677.000 SYS | 8.00000 5416.00| 5.90000 3994.30| 5.90000 3994.30 SODDING | | | 0051 622-98200 8.000 EACH | 35.00000 280.00| 25.00000 200.00| 25.00000 200.00 SIGN, DO NOT DISTURB | | | 0052 713-51335 LUMP | 140000.00000 140000.00| 107053.35000 107053.35| 288000.00000 288000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0053 715-05169 42.000 LFT | 20.00000 840.00| 35.00000 1470.00| 30.80000 1293.60 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0054 715-05440 50.000 LFT | 13.00000 650.00| 25.00000 1250.00| 25.80000 1290.00 PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0055 715-05442 50.000 LFT | 13.00000 650.00| 26.00000 1300.00| 27.80000 1390.00 PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0056 715-05443 50.000 LFT | 16.00000 800.00| 28.00000 1400.00| 29.80000 1490.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( 3 ) 35-1106884 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-46005 2.000 EACH | 150.00000 300.00| 500.00000 1000.00| 250.50000 501.00 PIPE END SECTION, 15 IN. | | | 0058 723-06660 75.000 SYS | 400.00000 30000.00| 600.00000 45000.00| 222.00000 16650.00 WINGWALL | | | 0059 723-07033 54.000 LFT | 2400.00000 129600.00| 3100.00000 167400.00| 2900.00000 156600.00 STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | | X 120 IN. | | | 0060 801-04308 2.000 EACH | 700.00000 1400.00| 325.00000 650.00| 335.00000 670.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06203 3604.000 LFT | 0.70000 2522.80| 1.10000 3964.40| 0.20000 720.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0062 801-06207 3052.000 LFT | 1.25000 3815.00| 1.10000 3357.20| 0.98000 2990.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0063 801-06640 18.000 EACH | 350.00000 6300.00| 105.00000 1890.00| 145.00000 2610.00 CONSTRUCTION SIGN, A | | | 0064 801-06645 14.000 EACH | 120.00000 1680.00| 95.00000 1330.00| 38.00000 532.00 CONSTRUCTION SIGN, B | | | 0065 801-07119 72.000 LFT | 30.00000 2160.00| 35.00000 2520.00| 17.15000 1234.80 BARRICADE, III-B | | | 0066 808-06703 2150.000 LFT | 1.90000 4085.00| 0.45000 967.50| 0.53000 1139.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-06716 695.000 LFT | 1.20000 834.00| 0.85000 590.75| 0.56000 389.20 LINE, REMOVE | | | 0068 808-75240 550.000 LFT | 1.85000 1017.50| 0.45000 247.50| 0.67000 368.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0069 808-75996 11.000 EACH | 20.00000 220.00| 10.00000 110.00| 40.00000 440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 11.000 EACH | 130.00000 1430.00| 85.00000 935.00| 58.00000 638.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,069,743.35| $ 1,098,045.06| $ 1,120,699.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,069,743.35| $ 1,098,045.06| $ 1,120,699.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( 5 ) 35-1068009 |( 6 ) 35-1035122 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT, SPECIAL | | | 0001 105-06845 LUMP | 75000.00000 75000.00| 20000.00000 20000.00| 4790.00000 4790.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1780.00000 17800.00| 2121.00000 21210.00| 2520.41000 25204.10 FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 100.00000 200.00| 160.00000 320.00| 252.04000 504.08 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 20.000 MOS | 50.00000 1000.00| 100.00000 2000.00| 151.23000 3024.60 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 110-01001 LUMP | 60000.00000 60000.00| 60000.00000 60000.00| 164298.95000 164298.95 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 25500.00000 25500.00| 18500.00000 18500.00| 32022.85000 32022.85 CLEARING RIGHT OF WAY | | | 0008 202-02240 1467.000 SYS | 15.00000 22005.00| 10.50000 15403.50| 56.50000 82885.50 PAVEMENT REMOVAL | | | 0009 202-02241 347.000 LFT | 6.15000 2134.05| 15.00000 5205.00| 6.33000 2196.51 GUARDRAIL, REMOVE | | | 0010 202-51330 LUMP | 142000.00000 142000.00| 30000.00000 30000.00| 15903.23000 15903.23 PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 1059.000 CYS | 11.00000 11649.00| 16.00000 16944.00| 7.42000 7857.78 EXCAVATION, COMMON | | | 0012 203-51223 737.000 CYS | 11.00000 8107.00| 16.15000 11902.55| 18.47000 13612.39 EXCAVATION, WATERWAY | | | 0013 205-06931 78.000 TON | 40.00000 3120.00| 34.00000 2652.00| 65.05000 5073.90 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 240.000 LFT | 10.10000 2424.00| 10.10000 2424.00| 10.38000 2491.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06937 1850.000 LFT | 1.48000 2738.00| 2.64000 4884.00| 1.52000 2812.00 TEMPORARY SILT FENCE | | | 0016 206-51220 316.000 CYS | 20.00000 6320.00| 20.00000 6320.00| 151.22000 47785.52 EXCAVATION, WET | | | 0017 206-51230 759.000 CYS | 20.00000 15180.00| 16.00000 12144.00| 21.57000 16371.63 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 207-08262 3251.000 SYS | 2.00000 6502.00| 6.85000 22269.35| 19.57000 63622.07 SUBGRADE TREATMENT, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( 5 ) 35-1068009 |( 6 ) 35-1035122 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08266 2512.000 SYS | 0.50000 1256.00| 10.00000 25120.00| 10.03000 25195.36 SUBGRADE TREATMENT, TYPE III | | | 0020 211-07454 402.000 CYS | 26.00000 10452.00| 31.00000 12462.00| 24.96000 10033.92 STRUCTURE BACKFILL | | | 0021 301-07448 2335.000 TON | 20.00000 46700.00| 18.25000 42613.75| 12.23000 28557.05 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-07662 50.000 TON | 40.00000 2000.00| 27.00000 1350.00| 40.39000 2019.50 STONE ,NO. 2 | | | 0023 306-08043 800.000 SYS | 10.00000 8000.00| 4.50000 3600.00| 12.34000 9872.00 MILLING, TRANSITION | | | 0024 402-07432 290.000 TON | 80.00000 23200.00| 78.00000 22620.00| 87.39000 25343.10 HMA SURFACE, TYPE A | | | 0025 402-07434 190.000 TON | 80.00000 15200.00| 78.00000 14820.00| 87.39000 16604.10 HMA SURFACE, TYPE C | | | 0026 402-07435 595.000 TON | 68.00000 40460.00| 65.00000 38675.00| 71.97000 42822.15 HMA INTERMEDIATE, TYPE A | | | 0027 402-07439 295.000 TON | 68.00000 20060.00| 65.00000 19175.00| 71.97000 21231.15 HMA INTERMEDIATE, TYPE C | | | 0028 402-07440 340.000 TON | 59.00000 20060.00| 57.00000 19380.00| 61.69000 20974.60 HMA BASE, TYPE A | | | 0029 402-07442 875.000 TON | 59.00000 51625.00| 57.00000 49875.00| 61.69000 53978.75 HMA BASE, TYPE C | | | 0030 406-05520 4.000 TON | 500.00000 2000.00| 400.00000 1600.00| 668.31000 2673.24 ASPHALT FOR TACK COAT | | | 0031 601-06854 2.000 EACH | 2800.00000 5600.00| 2800.00000 5600.00| 2878.86000 5757.72 GUARDRAIL, W-BEAM, NESTED | | | 0032 601-06856 4.000 EACH | 800.00000 3200.00| 300.00000 1200.00| 308.45000 1233.80 MODIFIED POSTS, NESTED GUARDRAIL | | | 0033 601-94689 4.000 EACH | 2400.00000 9600.00| 2400.00000 9600.00| 2467.59000 9870.36 GUARDRAIL END TREATMENT, OS | | | 0034 601-94689 4.000 EACH | 1900.00000 7600.00| 1900.00000 7600.00| 1953.51000 7814.04 GUARDRAIL END TREATMENT, OS ,TEMPORARY | | | 0035 601-97774 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 668.30000 668.30 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE ,STAGE 2 | | | 0036 601-99105 700.000 LFT | 16.60000 11620.00| 16.60000 11620.00| 17.07000 11949.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 601-99105 518.750 LFT | 8.00000 4150.00| 8.00000 4150.00| 9.00000 4668.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( 5 ) 35-1068009 |( 6 ) 35-1035122 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 603-06040 447.000 LFT | 11.50000 5140.50| 11.50000 5140.50| 10.12000 4523.64 FENCE, FARM FIELD, 47 IN. | | | 0039 615-06490 14.000 EACH | 124.00000 1736.00| 124.00000 1736.00| 127.49000 1784.86 RIGHT OF WAY MARKER | | | 0040 616-02320 1202.000 SYS | 2.00000 2404.00| 2.00000 2404.00| 2.87000 3449.74 GEOTEXTILES | | | 0041 616-05688 500.000 TON | 44.00000 22000.00| 33.00000 16500.00| 41.80000 20900.00 RIPRAP, CLASS 1 | | | 0042 616-06405 204.000 TON | 44.00000 8976.00| 35.00000 7140.00| 45.56000 9294.24 RIPRAP, REVETMENT | | | 0043 616-06451 396.000 TON | 44.00000 17424.00| 29.00000 11484.00| 38.24000 15143.04 RIPRAP, UNIFORM | | | 0044 621-01004 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 539.79000 1079.58 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.000 TON | 738.00000 738.00| 738.00000 738.00| 758.78000 758.78 FERTILIZER | | | 0046 621-06553 333.000 LBS | 3.88000 1292.04| 3.88000 1292.04| 4.00000 1332.00 SEED MIXTURE, R | | | 0047 621-06557 100.000 LBS | 7.50000 750.00| 7.50000 750.00| 7.71000 771.00 SEED MIXTURE, T | | | 0048 621-06565 6.000 TON | 563.00000 3378.00| 563.00000 3378.00| 578.86000 3473.16 MULCHING MATERIAL | | | 0049 621-06567 1.000 kGAL | 65.00000 65.00| 65.00000 65.00| 66.83000 66.83 WATER | | | 0050 621-06574 677.000 SYS | 5.90000 3994.30| 5.90000 3994.30| 6.07000 4109.39 SODDING | | | 0051 622-98200 8.000 EACH | 25.00000 200.00| 25.00000 200.00| 25.70000 205.60 SIGN, DO NOT DISTURB | | | 0052 713-51335 LUMP | 175000.00000 175000.00| 352000.00000 352000.00| 525728.29000 525728.29 TEMPORARY BRIDGE AND APPROACHES | | | 0053 715-05169 42.000 LFT | 32.00000 1344.00| 64.00000 2688.00| 135.57000 5693.94 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0054 715-05440 50.000 LFT | 42.00000 2100.00| 39.00000 1950.00| 65.91000 3295.50 PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0055 715-05442 50.000 LFT | 42.00000 2100.00| 39.00000 1950.00| 68.17000 3408.50 PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0056 715-05443 50.000 LFT | 42.00000 2100.00| 39.00000 1950.00| 70.53000 3526.50 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( 5 ) 35-1068009 |( 6 ) 35-1035122 |SUPERIOR CONSTRUCTION CO |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-46005 2.000 EACH | 385.00000 770.00| 375.00000 750.00| 1009.66000 2019.32 PIPE END SECTION, 15 IN. | | | 0058 723-06660 75.000 SYS | 1000.00000 75000.00| 370.00000 27750.00| 627.82000 47086.50 WINGWALL | | | 0059 723-07033 54.000 LFT | 4000.00000 216000.00| 4630.00000 250020.00| 2267.96000 122469.84 STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | | X 120 IN. | | | 0060 801-04308 2.000 EACH | 260.00000 520.00| 335.00000 670.00| 406.13000 812.26 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06203 3604.000 LFT | 0.25000 901.00| 0.20000 720.80| 0.37000 1333.48 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0062 801-06207 3052.000 LFT | 0.89000 2716.28| 0.98000 2990.96| 1.23000 3753.96 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0063 801-06640 18.000 EACH | 113.00000 2034.00| 145.00000 2610.00| 169.65000 3053.70 CONSTRUCTION SIGN, A | | | 0064 801-06645 14.000 EACH | 65.00000 910.00| 38.00000 532.00| 123.38000 1727.32 CONSTRUCTION SIGN, B | | | 0065 801-07119 72.000 LFT | 14.75000 1062.00| 17.15000 1234.80| 12.34000 888.48 BARRICADE, III-B | | | 0066 808-06703 2150.000 LFT | 0.45000 967.50| 0.53000 1139.50| 0.70000 1505.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-06716 695.000 LFT | 0.40000 278.00| 0.56000 389.20| 0.62000 430.90 LINE, REMOVE | | | 0068 808-75240 550.000 LFT | 1.00000 550.00| 0.67000 368.50| 0.70000 385.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0069 808-75996 11.000 EACH | 50.00000 550.00| 58.00000 638.00| 36.30000 399.30 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 11.000 EACH | 100.00000 1100.00| 58.00000 638.00| 169.65000 1866.15 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,240,263.67| $ 1,250,751.75| $ 1,588,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,240,263.67| $ 1,250,751.75| $ 1,588,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT, SPECIAL | | | 0001 105-06845 LUMP | 27000.00000 27000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 3500.00000 35000.00| | FIELD OFFICE, B | | | 0003 105-08520 2.000 EACH | 225.00000 450.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 20.000 MOS | 125.00000 2500.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 110-01001 LUMP | 86000.00000 86000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 9000.00000 9000.00| | CLEARING RIGHT OF WAY | | | 0008 202-02240 1467.000 SYS | 20.00000 29340.00| | PAVEMENT REMOVAL | | | 0009 202-02241 347.000 LFT | 6.15000 2134.05| | GUARDRAIL, REMOVE | | | 0010 202-51330 LUMP | 25000.00000 25000.00| | PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 1059.000 CYS | 14.00000 14826.00| | EXCAVATION, COMMON | | | 0012 203-51223 737.000 CYS | 15.00000 11055.00| | EXCAVATION, WATERWAY | | | 0013 205-06931 78.000 TON | 40.00000 3120.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 240.000 LFT | 10.10000 2424.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06937 1850.000 LFT | 1.48000 2738.00| | TEMPORARY SILT FENCE | | | 0016 206-51220 316.000 CYS | 13.00000 4108.00| | EXCAVATION, WET | | | 0017 206-51230 759.000 CYS | 12.00000 9108.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 207-08262 3251.000 SYS | 14.00000 45514.00| | SUBGRADE TREATMENT, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08266 2512.000 SYS | 1.00000 2512.00| | SUBGRADE TREATMENT, TYPE III | | | 0020 211-07454 402.000 CYS | 45.00000 18090.00| | STRUCTURE BACKFILL | | | 0021 301-07448 2335.000 TON | 25.00000 58375.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-07662 50.000 TON | 20.00000 1000.00| | STONE ,NO. 2 | | | 0023 306-08043 800.000 SYS | 7.00000 5600.00| | MILLING, TRANSITION | | | 0024 402-07432 290.000 TON | 80.00000 23200.00| | HMA SURFACE, TYPE A | | | 0025 402-07434 190.000 TON | 80.00000 15200.00| | HMA SURFACE, TYPE C | | | 0026 402-07435 595.000 TON | 68.00000 40460.00| | HMA INTERMEDIATE, TYPE A | | | 0027 402-07439 295.000 TON | 68.00000 20060.00| | HMA INTERMEDIATE, TYPE C | | | 0028 402-07440 340.000 TON | 59.00000 20060.00| | HMA BASE, TYPE A | | | 0029 402-07442 875.000 TON | 59.00000 51625.00| | HMA BASE, TYPE C | | | 0030 406-05520 4.000 TON | 500.00000 2000.00| | ASPHALT FOR TACK COAT | | | 0031 601-06854 2.000 EACH | 2800.00000 5600.00| | GUARDRAIL, W-BEAM, NESTED | | | 0032 601-06856 4.000 EACH | 800.52000 3202.08| | MODIFIED POSTS, NESTED GUARDRAIL | | | 0033 601-94689 4.000 EACH | 2400.00000 9600.00| | GUARDRAIL END TREATMENT, OS | | | 0034 601-94689 4.000 EACH | 1900.00000 7600.00| | GUARDRAIL END TREATMENT, OS ,TEMPORARY | | | 0035 601-97774 1.000 EACH | 650.00000 650.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE ,STAGE 2 | | | 0036 601-99105 700.000 LFT | 16.60000 11620.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 601-99105 518.750 LFT | 8.00000 4150.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 603-06040 447.000 LFT | 11.50000 5140.50| | FENCE, FARM FIELD, 47 IN. | | | 0039 615-06490 14.000 EACH | 200.00000 2800.00| | RIGHT OF WAY MARKER | | | 0040 616-02320 1202.000 SYS | 3.00000 3606.00| | GEOTEXTILES | | | 0041 616-05688 500.000 TON | 75.00000 37500.00| | RIPRAP, CLASS 1 | | | 0042 616-06405 204.000 TON | 45.00000 9180.00| | RIPRAP, REVETMENT | | | 0043 616-06451 396.000 TON | 65.00000 25740.00| | RIPRAP, UNIFORM | | | 0044 621-01004 2.000 EACH | 525.00000 1050.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.000 TON | 738.00000 738.00| | FERTILIZER | | | 0046 621-06553 333.000 LBS | 3.88000 1292.04| | SEED MIXTURE, R | | | 0047 621-06557 100.000 LBS | 7.50000 750.00| | SEED MIXTURE, T | | | 0048 621-06565 6.000 TON | 563.00000 3378.00| | MULCHING MATERIAL | | | 0049 621-06567 1.000 kGAL | 65.00000 65.00| | WATER | | | 0050 621-06574 677.000 SYS | 5.90000 3994.30| | SODDING | | | 0051 622-98200 8.000 EACH | 25.00000 200.00| | SIGN, DO NOT DISTURB | | | 0052 713-51335 LUMP | 590000.00000 590000.00| | TEMPORARY BRIDGE AND APPROACHES | | | 0053 715-05169 42.000 LFT | 35.00000 1470.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0054 715-05440 50.000 LFT | 10.00000 500.00| | PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0055 715-05442 50.000 LFT | 12.00000 600.00| | PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0056 715-05443 50.000 LFT | 14.00000 700.00| | PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 290 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,118,466.64 ROUTE : SR 2 CALL ORDER : 290 CONTRACT ID : B -28436-A COUNTIES : LAKE LETTING DATE : 01/24/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-46005 2.000 EACH | 300.00000 600.00| | PIPE END SECTION, 15 IN. | | | 0058 723-06660 75.000 SYS | 925.00000 69375.00| | WINGWALL | | | 0059 723-07033 54.000 LFT | 7000.00000 378000.00| | STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | | X 120 IN. | | | 0060 801-04308 2.000 EACH | 335.00000 670.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06203 3604.000 LFT | 0.20000 720.80| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0062 801-06207 3052.000 LFT | 0.98000 2990.96| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0063 801-06640 18.000 EACH | 145.00000 2610.00| | CONSTRUCTION SIGN, A | | | 0064 801-06645 14.000 EACH | 38.00000 532.00| | CONSTRUCTION SIGN, B | | | 0065 801-07119 72.000 LFT | 17.15000 1234.80| | BARRICADE, III-B | | | 0066 808-06703 2150.000 LFT | 0.53000 1139.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-06716 695.000 LFT | 0.56000 389.20| | LINE, REMOVE | | | 0068 808-75240 550.000 LFT | 0.67000 368.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0069 808-75996 11.000 EACH | 20.65000 227.15| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 11.000 EACH | 45.00000 495.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,757,978.88| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,757,978.88| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -1 VENDOR RANKING CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 10/08/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9930038 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION INC $ 1,472,783.00 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,658,744.50 112.6265% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,687,481.31 114.5777% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,726,700.00 117.2406% 5 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,748,945.31 118.7511% 6 35-1310611 DUNCAN ROBERTSON INC $ 1,857,221.00 126.1028% 7 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,164,235.35 146.9487% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 05-0558668 |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 13345.00000 13345.00| 15000.00000 15000.00| 35803.12000 35803.12 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1990.00000 17910.00| 2750.00000 24750.00| 2610.46000 23494.14 FIELD OFFICE, A | | | 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 | 74500.00000 74500.00| 82000.00000 82000.00| 84374.07000 84374.07 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 30000.00000 30000.00| 40000.00000 40000.00| 42872.16000 42872.16 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 33783.50000 33783.50| 75000.00000 75000.00| 127603.95000 127603.95 PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 89.800 SYS | 8.00000 718.40| 20.00000 1796.00| 8.01000 719.30 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 2010.000 CYS | 20.00000 40200.00| 10.00000 20100.00| 18.10000 36381.00 EXCAVATION, COMMON | | | 0010 205-06937 3409.000 LFT | 1.65000 5624.85| 1.50000 5113.50| 2.66000 9067.94 TEMPORARY SILT FENCE | | | 0011 207-08264 2273.000 SYS | 5.25000 11933.25| 6.00000 13638.00| 5.08000 11546.84 SUBGRADE TREATMENT, TYPE II | | | 0012 211-02050 1176.000 CYS | 34.00000 39984.00| 22.00000 25872.00| 34.42000 40477.92 B BORROW | | | 0013 211-07454 3054.000 CYS | 24.00000 73296.00| 22.00000 67188.00| 34.42000 105118.68 STRUCTURE BACKFILL | | | 0014 301-07448 904.000 TON | 25.00000 22600.00| 20.00000 18080.00| 22.30000 20159.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 132.000 TON | 95.00000 12540.00| 85.00000 11220.00| 88.75000 11715.00 HMA SURFACE, TYPE A | | | 0016 402-07435 172.000 TON | 112.00000 19264.00| 105.00000 18060.00| 105.66000 18173.52 HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 219.000 TON | 67.00000 14673.00| 62.00000 13578.00| 63.39000 13882.41 HMA BASE, TYPE A | | | 0018 406-05520 1.100 TON | 617.00000 678.70| 600.00000 660.00| 581.10000 639.21 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 05-0558668 |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 502-06627 83.200 SYS | 58.00000 4825.60| 140.00000 11648.00| 46.97000 3907.90 PCCP, 6 IN. | | | 0020 601-04793 939.700 LFT | 78.00000 73296.60| 100.00000 93970.00| 89.21000 83830.64 GUARDRAIL , TIMBER APPROACH, 6FT.-3 IN. | | | SPACING | | | 0021 604-07901 4.500 SYS | 270.00000 1215.00| 350.00000 1575.00| 173.18000 779.31 CURB RAMP, CONCRETE, G | | | 0022 604-07902 30.300 SYS | 230.00000 6969.00| 300.00000 9090.00| 168.15000 5094.95 CURB RAMP, CONCRETE, H | | | 0023 604-91531 55.000 SYS | 51.00000 2805.00| 125.00000 6875.00| 40.61000 2233.55 SIDEWALK, CONCRETE, 4 IN. | | | 0024 605-06155 1136.000 LFT | 22.50000 25560.00| 24.00000 27264.00| 17.68000 20084.48 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0025 610-07486 112.100 TON | 90.00000 10089.00| 85.00000 9528.50| 84.52000 9474.69 HMA FOR APPROACHES, TYPE A | | | 0026 615-06490 24.000 EACH | 125.00000 3000.00| 115.00000 2760.00| 137.35000 3296.40 RIGHT OF WAY MARKER | | | 0027 616-02320 1210.000 SYS | 2.25000 2722.50| 2.50000 3025.00| 1.76000 2129.60 GEOTEXTILES | | | 0028 616-06405 914.000 TON | 20.25000 18508.50| 25.00000 22850.00| 15.78000 14422.92 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 530.00000 530.00| 500.00000 500.00| 496.58000 496.58 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02770 249.000 SYS | 5.00000 1245.00| 4.50000 1120.50| 4.70000 1170.30 EROSION CONTROL BLANKET | | | 0031 621-06545 0.020 TON | 2200.00000 44.00| 2000.00000 40.00| 2070.64000 41.41 FERTILIZER | | | 0032 621-06557 14.000 LBS | 16.00000 224.00| 15.00000 210.00| 15.18000 212.52 SEED MIXTURE, T | | | 0033 621-06560 3087.000 SYS | 0.50000 1543.50| 0.50000 1543.50| 0.49000 1512.63 MULCHED SEEDING, U | | | 0034 621-06565 0.300 TON | 880.00000 264.00| 800.00000 240.00| 829.39000 248.82 MULCHING MATERIAL | | | 0035 621-06575 1637.000 SYS | 5.00000 8185.00| 3.50000 5729.50| 3.54000 5794.98 SODDING, NURSERY | | | 0036 701-51145 1090.000 LFT | 13.20000 14388.00| 15.00000 16350.00| 16.12000 17570.80 PILES, TIMBER, FURNISHED | | | 0037 701-51150 1090.000 LFT | 12.50000 13625.00| 15.00000 16350.00| 11.90000 12971.00 PILES, TIMBER, DRIVEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 05-0558668 |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 701-51195 690.000 LFT | 49.50000 34155.00| 60.00000 41400.00| 28.90000 19941.00 PILE, STEEL H, HP 12 X 53 | | | 0039 701-91792 20.000 EACH | 115.50000 2310.00| 150.00000 3000.00| 108.82000 2176.40 PILE TIP, STEEL H | | | 0040 702-51005 202.500 CYS | 605.00000 122512.50| 600.00000 121500.00| 369.30000 74783.25 CONCRETE, A, SUBSTRUCTURE | | | 0041 703-51030 19591.000 LBS | 0.80000 15672.80| 0.90000 17631.90| 0.86000 16848.26 REINFORCING STEEL | | | 0042 709-07733 LUMP | 3350.00000 3350.00| 3000.00000 3000.00| 3148.52000 3148.52 ANTI-GRAFFITI COAT | | | 0043 709-51821 LUMP | 1345.00000 1345.00| 1250.00000 1250.00| 1267.86000 1267.86 SURFACE SEAL | | | 0044 712-05098 33.000 EACH | 90.00000 2970.00| 100.00000 3300.00| 199.50000 6583.50 TIMBER PILE TIP | | | 0045 712-95676 68.300 MFBM | 3890.00000 265687.00| 4800.00000 327840.00| 5837.36000 398691.69 LUMBER AND TIMBER, TREATED | | | 0046 715-05149 413.000 LFT | 28.35000 11708.55| 30.00000 12390.00| 27.34000 11291.42 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 1252.000 LFT | 68.00000 85136.00| 55.00000 68860.00| 47.68000 59695.36 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-41055 200.000 LFT | 33.90000 6780.00| 40.00000 8000.00| 35.12000 7024.00 PIPE, REINFORCED CONCRETE, III, 18 IN. | | | 0049 715-46010 8.000 EACH | 380.00000 3040.00| 600.00000 4800.00| 305.81000 2446.48 PIPE END SECTION, 18 IN. | | | 0050 720-44000 1.000 EACH | 310.00000 310.00| 600.00000 600.00| 351.29000 351.29 CASTING, ADJUST TO GRADE | | | 0051 720-45045 3.000 EACH | 1200.00000 3600.00| 2000.00000 6000.00| 1185.75000 3557.25 INLET, J10 | | | 0052 720-45055 9.000 EACH | 1500.00000 13500.00| 2000.00000 18000.00| 1185.75000 10671.75 INLET, M10 | | | 0053 720-45410 7.000 EACH | 3900.00000 27300.00| 4000.00000 28000.00| 2114.65000 14802.55 MANHOLE, C4 | | | 0054 720-45415 1.000 EACH | 8150.00000 8150.00| 10000.00000 10000.00| 10021.09000 10021.09 MANHOLE, D4 | | | 0055 720-90984 3.000 EACH | 3340.00000 10020.00| 4000.00000 12000.00| 2341.80000 7025.40 MANHOLE, C2 | | | 0056 731-93945 7089.000 SFT | 16.50000 116968.50| 25.00000 177225.00| 20.72000 146884.08 FACE PANELS, CONCRETE | | | 0057 731-93946 7089.000 SFT | 4.75000 33672.75| 10.00000 70890.00| 5.70000 40407.30 WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1618530 |( 3 ) 05-0558668 |BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROUP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 731-93947 723.000 LFT | 75.00000 54225.00| 20.00000 14460.00| 15.72000 11365.56 LEVELING PAD, CONCRETE | | | 0059 801-04308 4.000 EACH | 335.00000 1340.00| 250.00000 1000.00| 491.30000 1965.20 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 16.000 EACH | 112.00000 1792.00| 130.00000 2080.00| 114.11000 1825.76 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 18.000 EACH | 225.00000 4050.00| 150.00000 2700.00| 248.29000 4469.22 CONSTRUCTION SIGN, A | | | 0062 801-06645 2.000 EACH | 112.00000 224.00| 45.00000 90.00| 42.26000 84.52 CONSTRUCTION SIGN, B | | | 0063 801-07118 48.000 LFT | 17.00000 816.00| 20.00000 960.00| 19.02000 912.96 BARRICADE, III-A | | | 0064 801-07119 48.000 LFT | 17.00000 816.00| 20.00000 960.00| 25.36000 1217.28 BARRICADE, III-B | | | 0065 802-76035 30.100 SFT | 25.00000 752.50| 25.00000 752.50| 30.64000 922.26 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0066 802-76055 78.000 LFT | 7.00000 546.00| 6.50000 507.00| 11.62000 906.36 SIGN POST, A | | | 0067 808-06703 50.000 LFT | 3.50000 175.00| 1.10000 55.00| 2.64000 132.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0068 808-75245 1386.000 LFT | 2.25000 3118.50| 1.10000 1524.60| 1.69000 2342.34 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0069 808-75297 22.000 LFT | 11.25000 247.50| 11.00000 242.00| 9.93000 218.46 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0070 206-51230 100.000 CYS | 40.00000 4000.00| 50.00000 5000.00| 129.13000 12913.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0071 206-51817 1200.000 SFT | 27.00000 32400.00| 25.00000 30000.00| 36.07000 43284.00 SHEET PILING, STEEL , S=PZ-22 | | | SECTION TOTALS | $ 1,472,783.00| $ 1,658,744.50| $ 1,687,481.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,472,783.00| $ 1,658,744.50| $ 1,687,481.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 11000.00000 11000.00| 6150.00000 6150.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1335.00000 12015.00| 1824.00000 16416.00| 1500.00000 13500.00 FIELD OFFICE, A | | | 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 | 87200.00000 87200.00| 103465.00000 103465.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 34000.00000 34000.00| 17735.00000 17735.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 41000.00000 41000.00| 34000.00000 34000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 89.800 SYS | 12.00000 1077.60| 15.30000 1373.94| 15.00000 1347.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 2010.000 CYS | 29.00000 58290.00| 16.90000 33969.00| 20.00000 40200.00 EXCAVATION, COMMON | | | 0010 205-06937 3409.000 LFT | 1.30000 4431.70| 1.25000 4261.25| 1.60000 5454.40 TEMPORARY SILT FENCE | | | 0011 207-08264 2273.000 SYS | 6.75000 15342.75| 8.80000 20002.40| 6.00000 13638.00 SUBGRADE TREATMENT, TYPE II | | | 0012 211-02050 1176.000 CYS | 18.00000 21168.00| 44.79000 52673.04| 25.00000 29400.00 B BORROW | | | 0013 211-07454 3054.000 CYS | 14.00000 42756.00| 19.08000 58270.32| 25.00000 76350.00 STRUCTURE BACKFILL | | | 0014 301-07448 904.000 TON | 25.00000 22600.00| 20.00000 18080.00| 20.00000 18080.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 132.000 TON | 115.00000 15180.00| 84.00000 11088.00| 125.00000 16500.00 HMA SURFACE, TYPE A | | | 0016 402-07435 172.000 TON | 71.00000 12212.00| 100.00000 17200.00| 80.00000 13760.00 HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 219.000 TON | 68.00000 14892.00| 60.00000 13140.00| 75.00000 16425.00 HMA BASE, TYPE A | | | 0018 406-05520 1.100 TON | 550.00000 605.00| 550.00000 605.00| 600.00000 660.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 502-06627 83.200 SYS | 66.00000 5491.20| 48.00000 3993.60| 50.00000 4160.00 PCCP, 6 IN. | | | 0020 601-04793 939.700 LFT | 103.00000 96789.10| 102.50000 96319.25| 110.00000 103367.00 GUARDRAIL , TIMBER APPROACH, 6FT.-3 IN. | | | SPACING | | | 0021 604-07901 4.500 SYS | 280.00000 1260.00| 114.00000 513.00| 300.00000 1350.00 CURB RAMP, CONCRETE, G | | | 0022 604-07902 30.300 SYS | 180.00000 5454.00| 94.00000 2848.20| 175.00000 5302.50 CURB RAMP, CONCRETE, H | | | 0023 604-91531 55.000 SYS | 105.00000 5775.00| 61.00000 3355.00| 50.00000 2750.00 SIDEWALK, CONCRETE, 4 IN. | | | 0024 605-06155 1136.000 LFT | 20.00000 22720.00| 43.50000 49416.00| 25.00000 28400.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0025 610-07486 112.100 TON | 110.00000 12331.00| 80.00000 8968.00| 120.00000 13452.00 HMA FOR APPROACHES, TYPE A | | | 0026 615-06490 24.000 EACH | 115.00000 2760.00| 112.00000 2688.00| 145.00000 3480.00 RIGHT OF WAY MARKER | | | 0027 616-02320 1210.000 SYS | 2.00000 2420.00| 2.00000 2420.00| 4.00000 4840.00 GEOTEXTILES | | | 0028 616-06405 914.000 TON | 20.50000 18737.00| 26.26000 24001.64| 20.00000 18280.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 505.00000 505.00| 500.00000 500.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02770 249.000 SYS | 2.15000 535.35| 2.05000 510.45| 5.00000 1245.00 EROSION CONTROL BLANKET | | | 0031 621-06545 0.020 TON | 475.00000 9.50| 450.00000 9.00| 2200.00000 44.00 FERTILIZER | | | 0032 621-06557 14.000 LBS | 3.65000 51.10| 3.50000 49.00| 16.00000 224.00 SEED MIXTURE, T | | | 0033 621-06560 3087.000 SYS | 0.35000 1080.45| 0.35000 1080.45| 0.55000 1697.85 MULCHED SEEDING, U | | | 0034 621-06565 0.300 TON | 360.00000 108.00| 350.00000 105.00| 850.00000 255.00 MULCHING MATERIAL | | | 0035 621-06575 1637.000 SYS | 4.40000 7202.80| 2.80000 4583.60| 3.65000 5975.05 SODDING, NURSERY | | | 0036 701-51145 1090.000 LFT | 14.50000 15805.00| 34.58000 37692.20| 13.00000 14170.00 PILES, TIMBER, FURNISHED | | | 0037 701-51150 1090.000 LFT | 29.80000 32482.00| 16.72000 18224.80| 20.00000 21800.00 PILES, TIMBER, DRIVEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 701-51195 690.000 LFT | 52.00000 35880.00| 45.60000 31464.00| 40.00000 27600.00 PILE, STEEL H, HP 12 X 53 | | | 0039 701-91792 20.000 EACH | 99.05000 1981.00| 117.00000 2340.00| 150.00000 3000.00 PILE TIP, STEEL H | | | 0040 702-51005 202.500 CYS | 530.00000 107325.00| 621.00000 125752.50| 500.00000 101250.00 CONCRETE, A, SUBSTRUCTURE | | | 0041 703-51030 19591.000 LBS | 1.00000 19591.00| 1.21000 23705.11| 1.00000 19591.00 REINFORCING STEEL | | | 0042 709-07733 LUMP | 2000.00000 2000.00| 2980.00000 2980.00| 6000.00000 6000.00 ANTI-GRAFFITI COAT | | | 0043 709-51821 LUMP | 1300.00000 1300.00| 1200.00000 1200.00| 1500.00000 1500.00 SURFACE SEAL | | | 0044 712-05098 33.000 EACH | 95.00000 3135.00| 93.82000 3096.06| 200.00000 6600.00 TIMBER PILE TIP | | | 0045 712-95676 68.300 MFBM | 7150.00000 488345.00| 6855.00000 468196.50| 6500.00000 443950.00 LUMBER AND TIMBER, TREATED | | | 0046 715-05149 413.000 LFT | 22.75000 9395.75| 25.36000 10473.68| 25.00000 10325.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 1252.000 LFT | 23.00000 28796.00| 30.20000 37810.40| 25.00000 31300.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-41055 200.000 LFT | 24.00000 4800.00| 36.80000 7360.00| 30.00000 6000.00 PIPE, REINFORCED CONCRETE, III, 18 IN. | | | 0049 715-46010 8.000 EACH | 480.00000 3840.00| 350.00000 2800.00| 400.00000 3200.00 PIPE END SECTION, 18 IN. | | | 0050 720-44000 1.000 EACH | 520.00000 520.00| 578.00000 578.00| 500.00000 500.00 CASTING, ADJUST TO GRADE | | | 0051 720-45045 3.000 EACH | 1400.00000 4200.00| 2091.00000 6273.00| 2000.00000 6000.00 INLET, J10 | | | 0052 720-45055 9.000 EACH | 1425.00000 12825.00| 1982.00000 17838.00| 2500.00000 22500.00 INLET, M10 | | | 0053 720-45410 7.000 EACH | 2100.00000 14700.00| 2681.00000 18767.00| 3500.00000 24500.00 MANHOLE, C4 | | | 0054 720-45415 1.000 EACH | 4990.70000 4990.70| 5100.00000 5100.00| 10000.00000 10000.00 MANHOLE, D4 | | | 0055 720-90984 3.000 EACH | 1950.00000 5850.00| 2888.00000 8664.00| 3500.00000 10500.00 MANHOLE, C2 | | | 0056 731-93945 7089.000 SFT | 23.50000 166591.50| 22.74000 161203.86| 40.00000 283560.00 FACE PANELS, CONCRETE | | | 0057 731-93946 7089.000 SFT | 16.00000 113424.00| 12.40000 87903.60| 20.00000 141780.00 WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1385672 |( 6 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 731-93947 723.000 LFT | 25.00000 18075.00| 15.31000 11069.13| 40.00000 28920.00 LEVELING PAD, CONCRETE | | | 0059 801-04308 4.000 EACH | 360.00000 1440.00| 344.00000 1376.00| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 16.000 EACH | 78.00000 1248.00| 135.00000 2160.00| 330.00000 5280.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 18.000 EACH | 150.00000 2700.00| 144.00000 2592.00| 205.00000 3690.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 2.000 EACH | 40.00000 80.00| 35.00000 70.00| 75.00000 150.00 CONSTRUCTION SIGN, B | | | 0063 801-07118 48.000 LFT | 13.00000 624.00| 11.00000 528.00| 23.50000 1128.00 BARRICADE, III-A | | | 0064 801-07119 48.000 LFT | 13.00000 624.00| 13.00000 624.00| 23.50000 1128.00 BARRICADE, III-B | | | 0065 802-76035 30.100 SFT | 30.00000 903.00| 22.25000 669.73| 32.00000 963.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0066 802-76055 78.000 LFT | 12.00000 936.00| 6.00000 468.00| 12.00000 936.00 SIGN POST, A | | | 0067 808-06703 50.000 LFT | 2.05000 102.50| 2.00000 100.00| 2.10000 105.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0068 808-75245 1386.000 LFT | 0.65000 900.90| 0.60000 831.60| 1.00000 1386.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0069 808-75297 22.000 LFT | 8.55000 188.10| 8.50000 187.00| 10.00000 220.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0070 206-51230 100.000 CYS | 45.00000 4500.00| 68.00000 6800.00| 0.00000 0.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0071 206-51817 1200.000 SFT | 33.00000 39600.00| 26.88000 32256.00| 0.00000 0.00 SHEET PILING, STEEL , S=PZ-22 | | | SECTION TOTALS | $ 1,726,700.00| $ 1,748,945.31| $ 1,857,221.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,726,700.00| $ 1,748,945.31| $ 1,857,221.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1500.00000 13500.00| | FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 108000.00000 108000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 43250.00000 43250.00| | CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 89.800 SYS | 17.50000 1571.50| | SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 2010.000 CYS | 15.00000 30150.00| | EXCAVATION, COMMON | | | 0010 205-06937 3409.000 LFT | 2.25000 7670.25| | TEMPORARY SILT FENCE | | | 0011 207-08264 2273.000 SYS | 7.50000 17047.50| | SUBGRADE TREATMENT, TYPE II | | | 0012 211-02050 1176.000 CYS | 40.00000 47040.00| | B BORROW | | | 0013 211-07454 3054.000 CYS | 40.00000 122160.00| | STRUCTURE BACKFILL | | | 0014 301-07448 904.000 TON | 25.00000 22600.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 132.000 TON | 100.00000 13200.00| | HMA SURFACE, TYPE A | | | 0016 402-07435 172.000 TON | 110.00000 18920.00| | HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 219.000 TON | 70.00000 15330.00| | HMA BASE, TYPE A | | | 0018 406-05520 1.100 TON | 600.00000 660.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 502-06627 83.200 SYS | 50.00000 4160.00| | PCCP, 6 IN. | | | 0020 601-04793 939.700 LFT | 110.00000 103367.00| | GUARDRAIL , TIMBER APPROACH, 6FT.-3 IN. | | | SPACING | | | 0021 604-07901 4.500 SYS | 120.00000 540.00| | CURB RAMP, CONCRETE, G | | | 0022 604-07902 30.300 SYS | 120.00000 3636.00| | CURB RAMP, CONCRETE, H | | | 0023 604-91531 55.000 SYS | 50.00000 2750.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0024 605-06155 1136.000 LFT | 27.50000 31240.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0025 610-07486 112.100 TON | 90.00000 10089.00| | HMA FOR APPROACHES, TYPE A | | | 0026 615-06490 24.000 EACH | 120.00000 2880.00| | RIGHT OF WAY MARKER | | | 0027 616-02320 1210.000 SYS | 3.00000 3630.00| | GEOTEXTILES | | | 0028 616-06405 914.000 TON | 27.50000 25135.00| | RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02770 249.000 SYS | 5.00000 1245.00| | EROSION CONTROL BLANKET | | | 0031 621-06545 0.020 TON | 2000.00000 40.00| | FERTILIZER | | | 0032 621-06557 14.000 LBS | 15.00000 210.00| | SEED MIXTURE, T | | | 0033 621-06560 3087.000 SYS | 1.00000 3087.00| | MULCHED SEEDING, U | | | 0034 621-06565 0.300 TON | 1800.00000 540.00| | MULCHING MATERIAL | | | 0035 621-06575 1637.000 SYS | 4.00000 6548.00| | SODDING, NURSERY | | | 0036 701-51145 1090.000 LFT | 15.00000 16350.00| | PILES, TIMBER, FURNISHED | | | 0037 701-51150 1090.000 LFT | 20.00000 21800.00| | PILES, TIMBER, DRIVEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 701-51195 690.000 LFT | 60.00000 41400.00| | PILE, STEEL H, HP 12 X 53 | | | 0039 701-91792 20.000 EACH | 100.00000 2000.00| | PILE TIP, STEEL H | | | 0040 702-51005 202.500 CYS | 500.00000 101250.00| | CONCRETE, A, SUBSTRUCTURE | | | 0041 703-51030 19591.000 LBS | 1.10000 21550.10| | REINFORCING STEEL | | | 0042 709-07733 LUMP | 4000.00000 4000.00| | ANTI-GRAFFITI COAT | | | 0043 709-51821 LUMP | 1500.00000 1500.00| | SURFACE SEAL | | | 0044 712-05098 33.000 EACH | 120.00000 3960.00| | TIMBER PILE TIP | | | 0045 712-95676 68.300 MFBM | 7325.00000 500297.50| | LUMBER AND TIMBER, TREATED | | | 0046 715-05149 413.000 LFT | 35.00000 14455.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 1252.000 LFT | 45.00000 56340.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-41055 200.000 LFT | 50.00000 10000.00| | PIPE, REINFORCED CONCRETE, III, 18 IN. | | | 0049 715-46010 8.000 EACH | 300.00000 2400.00| | PIPE END SECTION, 18 IN. | | | 0050 720-44000 1.000 EACH | 750.00000 750.00| | CASTING, ADJUST TO GRADE | | | 0051 720-45045 3.000 EACH | 1500.00000 4500.00| | INLET, J10 | | | 0052 720-45055 9.000 EACH | 1750.00000 15750.00| | INLET, M10 | | | 0053 720-45410 7.000 EACH | 3250.00000 22750.00| | MANHOLE, C4 | | | 0054 720-45415 1.000 EACH | 5250.00000 5250.00| | MANHOLE, D4 | | | 0055 720-90984 3.000 EACH | 3250.00000 9750.00| | MANHOLE, C2 | | | 0056 731-93945 7089.000 SFT | 35.00000 248115.00| | FACE PANELS, CONCRETE | | | 0057 731-93946 7089.000 SFT | 35.00000 248115.00| | WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 310 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,595,198.00 ROUTE : 450 WEST CALL ORDER : 310 CONTRACT ID : B -28809-A COUNTIES : HANCOCK LETTING DATE : 01/24/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1364963 |( ) |( ) |ERBER & MILLIGAN CONSTR. CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 731-93947 723.000 LFT | 35.00000 25305.00| | LEVELING PAD, CONCRETE | | | 0059 801-04308 4.000 EACH | 450.00000 1800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 16.000 EACH | 100.00000 1600.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 18.000 EACH | 250.00000 4500.00| | CONSTRUCTION SIGN, A | | | 0062 801-06645 2.000 EACH | 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0063 801-07118 48.000 LFT | 20.00000 960.00| | BARRICADE, III-A | | | 0064 801-07119 48.000 LFT | 20.00000 960.00| | BARRICADE, III-B | | | 0065 802-76035 30.100 SFT | 25.00000 752.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0066 802-76055 78.000 LFT | 7.00000 546.00| | SIGN POST, A | | | 0067 808-06703 50.000 LFT | 2.50000 125.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0068 808-75245 1386.000 LFT | 1.00000 1386.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0069 808-75297 22.000 LFT | 10.00000 220.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0070 206-51230 100.000 CYS | 100.00000 10000.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0071 206-51817 1200.000 SFT | 27.50000 33000.00| | SHEET PILING, STEEL , S=PZ-22 | | | SECTION TOTALS | $ 2,164,235.35| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,164,235.35| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 360 -1 VENDOR RANKING CALL ORDER : 360 CONTRACT ID : M -29165-A COUNTIES : VARIOUS LETTING DATE : 01/24/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 11/01/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600559 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2045735 J & M CONTRACTING, INC. $ 174,800.00 100.0000% 2 35-1606893 OLCO, INC. $ 192,250.00 109.9828% 3 61-1103168 SWARTZ MOWING, INC. $ 218,150.00 124.7998% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,500.00 ROUTE : VARIOUS ROADS CALL ORDER : 360 CONTRACT ID : M -29165-A COUNTIES : VARIOUS LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2045735 |( 2 ) 35-1606893 |( 3 ) 61-1103168 |J & M CONTRACTING, INC. |OLCO, INC. |SWARTZ MOWING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 MOWING | | | 0001 202-04486 25.000 MILE | 400.00000 10000.00| 338.00000 8450.00| 880.00000 22000.00 LITTER, REMOVE , 1 | | | 0002 202-04486 25.000 MILE | 400.00000 10000.00| 338.00000 8450.00| 720.00000 18000.00 LITTER, REMOVE , 2 | | | 0003 202-04486 25.000 MILE | 400.00000 10000.00| 338.00000 8450.00| 720.00000 18000.00 LITTER, REMOVE , 3 | | | 0004 623-04884 1.000 CYCL | 31250.00000 31250.00| 37500.00000 37500.00| 34000.00000 34000.00 MOWING, CYCLE NO. 1 | | | 0005 623-04885 1.000 CYCL | 18750.00000 18750.00| 22500.00000 22500.00| 26000.00000 26000.00 MOWING, CYCLE NO. 2 | | | 0006 623-04886 1.000 CYCL | 25000.00000 25000.00| 30000.00000 30000.00| 26000.00000 26000.00 MOWING, CYCLE NO. 3 | | | 0007 623-04887 1.000 CYCL | 18750.00000 18750.00| 22500.00000 22500.00| 24000.00000 24000.00 MOWING, CYCLE NO. 4 | | | 0008 623-05684 1.000 CYCL | 31250.00000 31250.00| 37500.00000 37500.00| 23900.00000 23900.00 MOWING, CYCLE NO. 5 | | | 0009 202-04486 25.000 MILE | 400.00000 10000.00| 338.00000 8450.00| 525.00000 13125.00 LITTER, REMOVE , CYCLE 4 | | | 0010 202-04486 25.000 MILE | 392.00000 9800.00| 338.00000 8450.00| 525.00000 13125.00 LITTER, REMOVE , CYCLE 5 | | | SECTION TOTALS | $ 174,800.00| $ 192,250.00| $ 218,150.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 174,800.00| $ 192,250.00| $ 218,150.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 370 -1 VENDOR RANKING CALL ORDER : 370 CONTRACT ID : M -29166-A COUNTIES : VARIOUS LETTING DATE : 01/24/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 06/29/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600561 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23-2332783 DEANGELO BROTHERS INC $ 117,898.64 100.0000% 2 35-1038926 TOWNSEND TREE SERVICE CO $ 119,809.00 101.6203% 3 35-1944148 DALTONS, INC. $ 149,378.00 126.7004% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,965.69 ROUTE : CALL ORDER : 370 CONTRACT ID : M -29166-A COUNTIES : VARIOUS LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 23-2332783 |( 2 ) 35-1038926 |( 3 ) 35-1944148 |DEANGELO BROTHERS INC |TOWNSEND TREE SERVICE CO |DALTONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 624-92647 3684.000 ACRE | 31.46000 115898.64| 32.25000 118809.00| 38.00000 139992.00 HERBICIDE TREATMENT | | | 0002 801-06775 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| 9386.00000 9386.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 117,898.64| $ 119,809.00| $ 149,378.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 117,898.64| $ 119,809.00| $ 149,378.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 380 -1 VENDOR RANKING CALL ORDER : 380 CONTRACT ID : M -29168-A COUNTIES : VARIOUS LETTING DATE : 01/24/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 11/02/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600562 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1606893 OLCO, INC. $ 55,000.00 100.0000% 2 35-2045735 J & M CONTRACTING, INC. $ 55,249.00 100.4527% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/05/07 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 90,000.00 ROUTE : 74 CALL ORDER : 380 CONTRACT ID : M -29168-A COUNTIES : VARIOUS LETTING DATE : 01/24/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1606893 |( 2 ) 35-2045735 |( ) |OLCO, INC. |J & M CONTRACTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL | 20000.00000 20000.00| 16575.00000 16575.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL | 22000.00000 22000.00| 24862.00000 24862.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL | 13000.00000 13000.00| 13812.00000 13812.00| MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 55,000.00| $ 55,249.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 55,000.00| $ 55,249.00| $ ====================================================================================================================================