INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -1 VENDOR RANKING CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : SLIDE CORRECTION COMPLETION DATE : 07/01/13 LOCATION : ON SOUTH SIDE OF SR 56, 0.6 MILE NORTH OF SR 156 PROJECT(S) : 0901322 0248022 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO INC $ 6,390,176.04 100.0000% 2 35-1357381 DAVE OMARA CONTRACTOR INC $ 6,668,022.90 104.3480% 3 35-1128289 BEATY CONSTRUCTION INC $ 6,837,705.88 107.0034% 4 61-1358884 HALL CONTRACTING OF KENTUCKY INC $ 6,855,000.00 107.2740% 5 35-1878024 RAGLE INC $ 6,859,671.99 107.3472% 6 35-1917625 MILESTONE CONTRACTORS LP $ 7,246,811.35 113.4055% 7 35-1549010 MCALISTER EXCAVATING CO INC $ 8,311,474.01 130.0664% 31-1323837 SUNESIS CONSTRUCTION COMPANY IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -2 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION 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 | 28000.00000 28000.00| 24000.00000 24000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 319000.00000 319000.00| 331000.00000 331000.00| 373663.83000 373663.83 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 42650.00000 42650.00| 58000.00000 58000.00| 225000.00000 225000.00 CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP | 1832.36000 1832.36| 3800.00000 3800.00| 25000.00000 25000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 3'x3' Box Culvert | | | 0012 202-01000 LUMP | 5014.73000 5014.73| 3800.00000 3800.00| 50000.00000 50000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | Concrete Filled Barrels, Remove | | | 0013 202-52710 15.000 SYS | 42.28000 634.20| 50.00000 750.00| 14.75000 221.25 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-90747 227.000 LFT | 13.18000 2991.86| 23.00000 5221.00| 100.00000 22700.00 RETAINING WALL, REMOVE | | | 0015 202-96035 45.000 LFT | 49.26000 2216.70| 38.00000 1710.00| 100.00000 4500.00 CONCRETE WALL, REMOVE | | | 0016 202-96133 145.000 LFT | 11.85000 1718.25| 21.00000 3045.00| 100.00000 14500.00 PIPE, REMOVE | | | 0017 203-02000 5145.000 CYS | 13.64000 70177.80| 13.60000 69972.00| 20.00000 102900.00 EXCAVATION, COMMON | | | 0018 203-02070 4285.000 CYS | 15.73000 67403.05| 13.00000 55705.00| 15.25000 65346.25 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -3 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02588 3858.000 SYS | 124.64000 480861.12| 150.00000 578700.00| 1.00000 3858.00 LAGGING, PRECAST CONCRETE | | | 0020 203-02590 1962.000 LFT | 235.72000 462482.64| 218.00000 427716.00| 300.00000 588600.00 PIER, DRILL IN BEDROCK SOCKET | | | 0021 203-02591 4740.000 LFT | 199.35000 944919.00| 215.00000 1019100.00| 225.00000 1066500.00 PIER, FORMED, DRILL ABOVE BEDROCK SOCKE | | | 0022 203-02592 7230.000 LFT | 167.63000 1211964.90| 141.00000 1019430.00| 150.00000 1084500.00 PIER, NONFORMED, DRILL ABOVE BEDROCK | | | SOCKET | | | 0023 203-02594 327.000 EACH | 3817.00000 1248159.00| 4300.00000 1406100.00| 4250.00000 1389750.00 TIEBACK | | | 0024 204-02586 8.000 EACH | 500.00000 4000.00| 1700.00000 13600.00| 1675.00000 13400.00 CREEP TEST | | | 0025 204-02587 1.000 EACH | 5000.00000 5000.00| 13000.00000 13000.00| 35000.00000 35000.00 FAILURE TEST | | | 0026 204-02589 24.000 EACH | 250.00000 6000.00| 330.00000 7920.00| 550.00000 13200.00 PERFORMANCE TEST | | | 0027 204-02593 295.000 EACH | 150.00000 44250.00| 125.00000 36875.00| 160.00000 47200.00 PROOF TEST | | | 0028 205-02237 9.000 EACH | 160.00000 1440.00| 180.00000 1620.00| 175.00000 1575.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0029 205-02770 3777.000 SYS | 1.20000 4532.40| 1.50000 5665.50| 1.30000 4910.10 EROSION CONTROL BLANKET | | | 0030 205-06931 49.000 TON | 35.48000 1738.52| 110.00000 5390.00| 85.00000 4165.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0031 205-06933 4.000 EACH | 130.00000 520.00| 150.00000 600.00| 145.00000 580.00 TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06937 3327.000 LFT | 1.45000 4824.15| 1.60000 5323.20| 1.60000 5323.20 TEMPORARY SILT FENCE | | | 0033 207-08263 10931.000 SYS | 14.61000 159701.91| 14.50000 158499.50| 16.75000 183094.25 SUBGRADE TREATMENT, TYPE IA # 53 | | | COMPACTED AGGREGATE | | | 0034 207-08267 421.000 SYS | 10.78000 4538.38| 8.00000 3368.00| 15.75000 6630.75 SUBGRADE TREATMENT, TYPE IIIA | | | 0037 211-09264 162.000 CYS | 49.15000 7962.30| 44.00000 7128.00| 32.00000 5184.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0038 211-09265 15.000 CYS | 100.46000 1506.90| 53.00000 795.00| 40.00000 600.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0039 211-09266 12619.000 CYS | 23.54000 297051.26| 33.00000 416427.00| 32.00000 403808.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0040 301-07448 225.000 TON | 23.17000 5213.25| 23.50000 5287.50| 34.50000 7762.50 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -4 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 303-01180 100.000 TON | 22.03000 2203.00| 30.00000 3000.00| 37.00000 3700.00 COMPACTED AGGREGATE, NO. 53 | | | 0042 303-07449 39.400 TON | 40.93000 1612.64| 34.00000 1339.60| 45.00000 1773.00 COMPACTED AGGREGATE, NO. 73 | | | 0043 304-07490 357.000 TON | 122.00000 43554.00| 135.00000 48195.00| 160.00000 57120.00 HMA PATCHING, TYPE B | | | 0044 306-08034 8000.000 SYS | 1.23000 9840.00| 1.60000 12800.00| 1.35000 10800.00 MILLING, ASPHALT, 1 1/2 IN | | | 0045 306-08043 670.000 SYS | 0.69000 462.30| 0.85000 569.50| 2.00000 1340.00 MILLING, TRANSITION | | | 0046 306-08432 551.000 SYS | 0.69000 380.19| 6.00000 3306.00| 3.50000 1928.50 MILLING, APPROACH | | | 0047 401-06264 LUMP | 3500.00000 3500.00| 2200.00000 2200.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0048 401-07321 1447.000 TON | 67.50000 97672.50| 67.00000 96949.00| 72.25000 104545.75 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0049 401-07390 1230.000 TON | 59.50000 73185.00| 58.00000 71340.00| 67.25000 82717.50 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0050 401-07407 3007.000 TON | 61.00000 183427.00| 56.00000 168392.00| 65.25000 196206.75 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0053 402-07451 100.000 TON | 88.75000 8875.00| 95.00000 9500.00| 95.25000 9525.00 HMA WEDGE AND LEVEL, TYPE B | | | 0054 406-05520 7.300 TON | 570.00000 4161.00| 570.00000 4161.00| 425.00000 3102.50 ASPHALT FOR TACK COAT | | | 0055 601-01115 2790.000 LFT | 42.68000 119077.20| 47.00000 131130.00| 45.60000 127224.00 GUARDRAIL, W-BEAM, 1 FT 6.75 IN SPACING | | | 0056 601-02241 2516.000 LFT | 1.00000 2516.00| 3.20000 8051.20| 2.92000 7346.72 GUARDRAIL, REMOVE | | | 0057 601-94689 2.000 EACH | 2375.00000 4750.00| 2700.00000 5400.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0058 604-06070 15.000 SYS | 60.00000 900.00| 50.00000 750.00| 75.00000 1125.00 SIDEWALK, CONCRETE | | | 0059 604-07897 18.000 SYS | 125.00000 2250.00| 250.00000 4500.00| 105.00000 1890.00 CURB RAMP, CONCRETE, C | | | 0060 605-06140 2681.000 LFT | 15.65000 41957.65| 12.00000 32172.00| 16.50000 44236.50 CURB AND GUTTER, CONCRETE | | | 0061 610-07487 164.000 TON | 100.00000 16400.00| 105.00000 17220.00| 130.00000 21320.00 HMA FOR APPROACHES, TYPE B | | | 0062 611-06497 3.000 EACH | 200.00000 600.00| 240.00000 720.00| 150.00000 450.00 MAILBOX ASSEMBLY, SINGLE | | | 0063 616-02320 23763.000 SYS | 2.16000 51328.08| 3.00000 71289.00| 2.25000 53466.75 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -5 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 616-05688 26.000 TON | 57.98000 1507.48| 41.00000 1066.00| 45.00000 1170.00 RIPRAP, CLASS 1 | | | 0065 616-05689 136.000 TON | 31.27000 4252.72| 38.00000 5168.00| 50.00000 6800.00 RIPRAP, CLASS 2 | | | 0066 616-06405 2241.000 TON | 24.11000 54030.51| 28.00000 62748.00| 25.00000 56025.00 RIPRAP, REVETMENT | | | 0067 621-01004 10.000 EACH | 500.00000 5000.00| 525.00000 5250.00| 550.00000 5500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-06560 10957.000 SYS | 0.36000 3944.52| 0.40000 4382.80| 0.40000 4382.80 MULCHED SEEDING, U | | | 0069 621-06567 40.000 kGAL | 5.00000 200.00| 5.20000 208.00| 5.40000 216.00 WATER | | | 0070 621-06574 585.000 SYS | 4.50000 2632.50| 4.80000 2808.00| 6.00000 3510.00 SODDING | | | 0071 621-06575 1029.000 SYS | 4.50000 4630.50| 4.80000 4939.20| 6.00000 6174.00 SODDING, NURSERY | | | 0072 628-08520 2.000 EACH | 149.60000 299.20| 325.00000 650.00| 225.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0073 628-08521 48.000 MOS | 101.72000 4882.56| 280.00000 13440.00| 135.00000 6480.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0074 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0075 628-09402 24.000 MOS | 1744.59000 41870.16| 1700.00000 40800.00| 2000.00000 48000.00 FIELD OFFICE, B | | | 0076 628-09407 24.000 MOS | 200.00000 4800.00| 290.00000 6960.00| 375.00000 9000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0077 715-04855 1.000 EACH | 1260.88000 1260.88| 1300.00000 1300.00| 2000.00000 2000.00 PIPE END SECTION, 42 IN | | | 0078 715-05048 5949.000 LFT | 3.24000 19274.76| 2.10000 12492.90| 4.50000 26770.50 PIPE, TYPE 4 CIRCULAR 6 IN | | | 0079 715-05053 60.000 LFT | 29.88000 1792.80| 19.00000 1140.00| 15.00000 900.00 PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0080 715-05149 662.000 LFT | 25.21000 16689.02| 29.00000 19198.00| 30.00000 19860.00 PIPE, TYPE 2 CIRCULAR 12 IN | | | 0081 715-05151 60.000 LFT | 43.76000 2625.60| 33.00000 1980.00| 44.00000 2640.00 PIPE, TYPE 2 CIRCULAR 15 IN | | | 0082 715-05152 253.000 LFT | 28.53000 7218.09| 36.00000 9108.00| 45.00000 11385.00 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0083 715-05154 51.000 LFT | 75.44000 3847.44| 48.00000 2448.00| 55.00000 2805.00 PIPE, TYPE 2 CIRCULAR 24 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -6 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 715-05159 71.000 LFT | 127.31000 9039.01| 76.00000 5396.00| 100.00000 7100.00 PIPE, TYPE 2 CIRCULAR 42 IN | | | 0086 715-05363 48.000 LFT | 116.83000 5607.84| 69.00000 3312.00| 70.00000 3360.00 PIPE, TYPE 3 DEFORMED MIN AREA 1.8 SF | | | 0087 718-06531 1.000 EACH | 760.00000 760.00| 900.00000 900.00| 500.00000 500.00 OUTLET PROTECTOR, 3 | | | 0088 718-52610 218.000 CYS | 38.53000 8399.54| 60.00000 13080.00| 50.00000 10900.00 AGGREGATE FOR UNDERDRAINS | | | 0089 720-44000 1.000 EACH | 722.33000 722.33| 400.00000 400.00| 800.00000 800.00 CASTING, ADJUST TO GRADE | | | 0090 720-45030 4.000 EACH | 1227.15000 4908.60| 950.00000 3800.00| 1500.00000 6000.00 INLET, E7 | | | 0091 720-45145 2.000 EACH | 1437.78000 2875.56| 1200.00000 2400.00| 1750.00000 3500.00 INLET, J10, MODIFIED | | | 0092 720-45155 2.000 EACH | 1437.78000 2875.56| 1200.00000 2400.00| 1450.00000 2900.00 INLET, M10, MODIFIED | | | 0093 720-45410 3.000 EACH | 2151.26000 6453.78| 1500.00000 4500.00| 4000.00000 12000.00 MANHOLE, C4 | | | 0094 720-90984 4.000 EACH | 2184.55000 8738.20| 1700.00000 6800.00| 4000.00000 16000.00 MANHOLE, C2 | | | 0095 720-92884 1.000 EACH | 6126.89000 6126.89| 3800.00000 3800.00| 5500.00000 5500.00 MANHOLE, K4, MODIFIED | | | 0096 720-97865 1.000 EACH | 2686.47000 2686.47| 1800.00000 1800.00| 4000.00000 4000.00 MANHOLE, C2, MODIFIED | | | 0097 801-03290 2.000 EACH | 150.00000 300.00| 175.00000 350.00| 165.00000 330.00 CONSTRUCTION SIGN, C | | | 0098 801-06203 237.000 LFT | 4.00000 948.00| 4.40000 1042.80| 4.25000 1007.25 TEMPORARY PAVEMENT MARKING, 4 IN | | | 0099 801-06207 237.000 LFT | 4.79000 1135.23| 4.40000 1042.80| 4.25000 1007.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0100 801-06625 35.000 EACH | 102.00000 3570.00| 115.00000 4025.00| 115.00000 4025.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0101 801-06640 23.000 EACH | 130.00000 2990.00| 145.00000 3335.00| 150.00000 3450.00 CONSTRUCTION SIGN, A | | | 0102 801-06645 7.000 EACH | 35.00000 245.00| 40.00000 280.00| 40.00000 280.00 CONSTRUCTION SIGN, B | | | 0103 801-07118 50.000 LFT | 15.00000 750.00| 16.00000 800.00| 16.25000 812.50 BARRICADE, III-A | | | 0104 801-07119 80.000 LFT | 16.00000 1280.00| 17.00000 1360.00| 17.50000 1400.00 BARRICADE, III-B | | | 0105 802-05701 173.000 LFT | 25.00000 4325.00| 19.00000 3287.00| 12.00000 2076.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -7 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1128289 |FORCE CONSTRUCTION CO INC |DAVE OMARA CONTRACTOR INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 802-05702 27.000 LFT | 45.00000 1215.00| 18.00000 486.00| 7.00000 189.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0107 802-09838 82.000 SFT | 88.00000 7216.00| 27.00000 2214.00| 22.00000 1804.00 SIGN, SHEET, WITH LEGEND 0.080" | | | 0108 808-05929 86.000 LFT | 4.00000 344.00| 4.30000 369.80| 4.25000 365.50 TRANSVERSE MARKING THERMOPLASTIC, | | | CROSSWALK LINE, 8" | | | 0109 808-06712 269.000 LFT | 0.15000 40.35| 0.20000 53.80| 0.16000 43.04 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0110 808-06713 10243.000 LFT | 0.15000 1536.45| 0.20000 2048.60| 0.16000 1638.88 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0111 808-06714 8991.000 LFT | 0.15000 1348.65| 0.20000 1798.20| 0.16000 1438.56 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0112 808-75998 4.000 EACH | 150.00000 600.00| 550.00000 2200.00| 575.00000 2300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER BLU | | | 0113 621-06557 450.000 LBS | 2.00000 900.00| 2.20000 990.00| 2.25000 1012.50 SEED MIXTURE, T | | | 0114 205-06934 7.500 TON | 430.00000 3225.00| 450.00000 3375.00| 500.00000 3750.00 TEMPORARY MULCHING | | | 0115 720-45045 1.000 EACH | 2490.60000 2490.60| 1350.00000 1350.00| 1750.00000 1750.00 INLET, J10 | | | 0116 711-07857 2.000 EACH | 4400.00000 8800.00| 5200.00000 10400.00| 5500.00000 11000.00 INCLINOMETER | | | SECTION TOTALS | $ 6,390,176.04| $ 6,668,022.90| $ 6,837,705.88 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,390,176.04| $ 6,668,022.90| $ 6,837,705.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -8 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 61-1358884 |( 5 ) 35-1878024 |( 6 ) 35-1917625 |HALL CONTRACTING OF KENTUCKY |RAGLE INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 16000.00000 16000.00| 48000.00000 48000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 326321.69000 326321.69| 340000.00000 340000.00| 360000.00000 360000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 60000.00000 60000.00| 100000.00000 100000.00| 105000.00000 105000.00 CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP | 2000.00000 2000.00| 1500.00000 1500.00| 750.00000 750.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 3'x3' Box Culvert | | | 0012 202-01000 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 530.00000 530.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | Concrete Filled Barrels, Remove | | | 0013 202-52710 15.000 SYS | 30.00000 450.00| 15.00000 225.00| 7.00000 105.00 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-90747 227.000 LFT | 25.00000 5675.00| 30.00000 6810.00| 4.00000 908.00 RETAINING WALL, REMOVE | | | 0015 202-96035 45.000 LFT | 50.00000 2250.00| 120.00000 5400.00| 16.00000 720.00 CONCRETE WALL, REMOVE | | | 0016 202-96133 145.000 LFT | 10.00000 1450.00| 6.00000 870.00| 13.50000 1957.50 PIPE, REMOVE | | | 0017 203-02000 5145.000 CYS | 22.00000 113190.00| 22.00000 113190.00| 50.00000 257250.00 EXCAVATION, COMMON | | | 0018 203-02070 4285.000 CYS | 15.00000 64275.00| 10.00000 42850.00| 17.50000 74987.50 BORROW | | | 0019 203-02588 3858.000 SYS | 125.00000 482250.00| 149.00000 574842.00| 175.00000 675150.00 LAGGING, PRECAST CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -9 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 61-1358884 |( 5 ) 35-1878024 |( 6 ) 35-1917625 |HALL CONTRACTING OF KENTUCKY |RAGLE INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02590 1962.000 LFT | 260.00000 510120.00| 200.00000 392400.00| 227.00000 445374.00 PIER, DRILL IN BEDROCK SOCKET | | | 0021 203-02591 4740.000 LFT | 190.00000 900600.00| 110.00000 521400.00| 330.00000 1564200.00 PIER, FORMED, DRILL ABOVE BEDROCK SOCKE | | | 0022 203-02592 7230.000 LFT | 200.00000 1446000.00| 200.00000 1446000.00| 122.00000 882060.00 PIER, NONFORMED, DRILL ABOVE BEDROCK | | | SOCKET | | | 0023 203-02594 327.000 EACH | 3900.00000 1275300.00| 5000.00000 1635000.00| 4300.00000 1406100.00 TIEBACK | | | 0024 204-02586 8.000 EACH | 1500.00000 12000.00| 300.00000 2400.00| 1800.00000 14400.00 CREEP TEST | | | 0025 204-02587 1.000 EACH | 12000.00000 12000.00| 4000.00000 4000.00| 18000.00000 18000.00 FAILURE TEST | | | 0026 204-02589 24.000 EACH | 300.00000 7200.00| 300.00000 7200.00| 350.00000 8400.00 PERFORMANCE TEST | | | 0027 204-02593 295.000 EACH | 100.00000 29500.00| 205.00000 60475.00| 155.00000 45725.00 PROOF TEST | | | 0028 205-02237 9.000 EACH | 160.00000 1440.00| 160.00000 1440.00| 75.00000 675.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0029 205-02770 3777.000 SYS | 1.20000 4532.40| 1.20000 4532.40| 1.30000 4910.10 EROSION CONTROL BLANKET | | | 0030 205-06931 49.000 TON | 30.00000 1470.00| 40.00000 1960.00| 185.00000 9065.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0031 205-06933 4.000 EACH | 130.00000 520.00| 130.00000 520.00| 68.00000 272.00 TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06937 3327.000 LFT | 1.45000 4824.15| 2.00000 6654.00| 2.90000 9648.30 TEMPORARY SILT FENCE | | | 0033 207-08263 10931.000 SYS | 15.00000 163965.00| 15.00000 163965.00| 11.80000 128985.80 SUBGRADE TREATMENT, TYPE IA # 53 | | | COMPACTED AGGREGATE | | | 0034 207-08267 421.000 SYS | 18.00000 7578.00| 15.00000 6315.00| 12.25000 5157.25 SUBGRADE TREATMENT, TYPE IIIA | | | 0037 211-09264 162.000 CYS | 35.00000 5670.00| 35.00000 5670.00| 25.00000 4050.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0038 211-09265 15.000 CYS | 40.00000 600.00| 35.00000 525.00| 27.00000 405.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0039 211-09266 12619.000 CYS | 30.00000 378570.00| 32.00000 403808.00| 14.00000 176666.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0040 301-07448 225.000 TON | 25.00000 5625.00| 21.00000 4725.00| 30.00000 6750.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 303-01180 100.000 TON | 25.00000 2500.00| 35.00000 3500.00| 45.00000 4500.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -10 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 61-1358884 |( 5 ) 35-1878024 |( 6 ) 35-1917625 |HALL CONTRACTING OF KENTUCKY |RAGLE INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 303-07449 39.400 TON | 30.00000 1182.00| 35.00000 1379.00| 44.00000 1733.60 COMPACTED AGGREGATE, NO. 73 | | | 0043 304-07490 357.000 TON | 130.00000 46410.00| 140.00000 49980.00| 160.00000 57120.00 HMA PATCHING, TYPE B | | | 0044 306-08034 8000.000 SYS | 0.69000 5520.00| 1.00000 8000.00| 1.70000 13600.00 MILLING, ASPHALT, 1 1/2 IN | | | 0045 306-08043 670.000 SYS | 0.69000 462.30| 1.50000 1005.00| 2.00000 1340.00 MILLING, TRANSITION | | | 0046 306-08432 551.000 SYS | 0.69000 380.19| 1.50000 826.50| 3.40000 1873.40 MILLING, APPROACH | | | 0047 401-06264 LUMP | 2400.00000 2400.00| 2400.00000 2400.00| 1400.00000 1400.00 PROFILOGRAPH, HMA | | | 0048 401-07321 1447.000 TON | 70.00000 101290.00| 70.00000 101290.00| 64.00000 92608.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0049 401-07390 1230.000 TON | 64.00000 78720.00| 64.00000 78720.00| 55.00000 67650.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0050 401-07407 3007.000 TON | 69.90000 210189.30| 62.00000 186434.00| 52.00000 156364.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0053 402-07451 100.000 TON | 95.00000 9500.00| 95.00000 9500.00| 75.00000 7500.00 HMA WEDGE AND LEVEL, TYPE B | | | 0054 406-05520 7.300 TON | 570.00000 4161.00| 570.00000 4161.00| 500.00000 3650.00 ASPHALT FOR TACK COAT | | | 0055 601-01115 2790.000 LFT | 44.00000 122760.00| 44.00000 122760.00| 47.00000 131130.00 GUARDRAIL, W-BEAM, 1 FT 6.75 IN SPACING | | | 0056 601-02241 2516.000 LFT | 3.00000 7548.00| 3.00000 7548.00| 3.00000 7548.00 GUARDRAIL, REMOVE | | | 0057 601-94689 2.000 EACH | 2445.00000 4890.00| 2445.00000 4890.00| 2900.00000 5800.00 GUARDRAIL END TREATMENT, OS | | | 0058 604-06070 15.000 SYS | 95.00000 1425.00| 60.00000 900.00| 65.00000 975.00 SIDEWALK, CONCRETE | | | 0059 604-07897 18.000 SYS | 95.00000 1710.00| 180.00000 3240.00| 150.00000 2700.00 CURB RAMP, CONCRETE, C | | | 0060 605-06140 2681.000 LFT | 15.00000 40215.00| 14.25000 38204.25| 15.00000 40215.00 CURB AND GUTTER, CONCRETE | | | 0061 610-07487 164.000 TON | 100.00000 16400.00| 100.00000 16400.00| 120.00000 19680.00 HMA FOR APPROACHES, TYPE B | | | 0062 611-06497 3.000 EACH | 225.00000 675.00| 225.00000 675.00| 155.00000 465.00 MAILBOX ASSEMBLY, SINGLE | | | 0063 616-02320 23763.000 SYS | 2.00000 47526.00| 2.00000 47526.00| 1.40000 33268.20 GEOTEXTILES | | | 0064 616-05688 26.000 TON | 40.00000 1040.00| 35.00000 910.00| 45.00000 1170.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -11 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 61-1358884 |( 5 ) 35-1878024 |( 6 ) 35-1917625 |HALL CONTRACTING OF KENTUCKY |RAGLE INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0065 616-05689 136.000 TON | 35.00000 4760.00| 35.00000 4760.00| 42.00000 5712.00 RIPRAP, CLASS 2 | | | 0066 616-06405 2241.000 TON | 30.00000 67230.00| 30.00000 67230.00| 38.00000 85158.00 RIPRAP, REVETMENT | | | 0067 621-01004 10.000 EACH | 500.00000 5000.00| 500.00000 5000.00| 260.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-06560 10957.000 SYS | 0.36000 3944.52| 0.36000 3944.52| 0.30000 3287.10 MULCHED SEEDING, U | | | 0069 621-06567 40.000 kGAL | 5.00000 200.00| 5.00000 200.00| 1.05000 42.00 WATER | | | 0070 621-06574 585.000 SYS | 4.50000 2632.50| 5.00000 2925.00| 4.10000 2398.50 SODDING | | | 0071 621-06575 1029.000 SYS | 4.50000 4630.50| 5.00000 5145.00| 4.10000 4218.90 SODDING, NURSERY | | | 0072 628-08520 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 200.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0073 628-08521 48.000 MOS | 70.00000 3360.00| 80.00000 3840.00| 125.00000 6000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0074 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0075 628-09402 24.000 MOS | 2000.00000 48000.00| 1200.00000 28800.00| 3000.00000 72000.00 FIELD OFFICE, B | | | 0076 628-09407 24.000 MOS | 210.00000 5040.00| 75.00000 1800.00| 150.00000 3600.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0077 715-04855 1.000 EACH | 1000.00000 1000.00| 1500.00000 1500.00| 1700.00000 1700.00 PIPE END SECTION, 42 IN | | | 0078 715-05048 5949.000 LFT | 5.00000 29745.00| 3.50000 20821.50| 3.05000 18144.45 PIPE, TYPE 4 CIRCULAR 6 IN | | | 0079 715-05053 60.000 LFT | 10.00000 600.00| 13.50000 810.00| 17.50000 1050.00 PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0080 715-05149 662.000 LFT | 25.00000 16550.00| 35.00000 23170.00| 25.00000 16550.00 PIPE, TYPE 2 CIRCULAR 12 IN | | | 0081 715-05151 60.000 LFT | 42.00000 2520.00| 40.00000 2400.00| 34.75000 2085.00 PIPE, TYPE 2 CIRCULAR 15 IN | | | 0082 715-05152 253.000 LFT | 45.00000 11385.00| 42.00000 10626.00| 38.50000 9740.50 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0083 715-05154 51.000 LFT | 60.00000 3060.00| 65.00000 3315.00| 49.00000 2499.00 PIPE, TYPE 2 CIRCULAR 24 IN | | | 0084 715-05159 71.000 LFT | 120.00000 8520.00| 125.00000 8875.00| 88.50000 6283.50 PIPE, TYPE 2 CIRCULAR 42 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -12 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 61-1358884 |( 5 ) 35-1878024 |( 6 ) 35-1917625 |HALL CONTRACTING OF KENTUCKY |RAGLE INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 715-05363 48.000 LFT | 75.00000 3600.00| 75.00000 3600.00| 56.50000 2712.00 PIPE, TYPE 3 DEFORMED MIN AREA 1.8 SF | | | 0087 718-06531 1.000 EACH | 1200.00000 1200.00| 800.00000 800.00| 620.00000 620.00 OUTLET PROTECTOR, 3 | | | 0088 718-52610 218.000 CYS | 27.00000 5886.00| 35.00000 7630.00| 41.00000 8938.00 AGGREGATE FOR UNDERDRAINS | | | 0089 720-44000 1.000 EACH | 300.00000 300.00| 500.00000 500.00| 375.00000 375.00 CASTING, ADJUST TO GRADE | | | 0090 720-45030 4.000 EACH | 1000.00000 4000.00| 1700.00000 6800.00| 1300.00000 5200.00 INLET, E7 | | | 0091 720-45145 2.000 EACH | 1500.00000 3000.00| 2000.00000 4000.00| 1600.00000 3200.00 INLET, J10, MODIFIED | | | 0092 720-45155 2.000 EACH | 1500.00000 3000.00| 2000.00000 4000.00| 1600.00000 3200.00 INLET, M10, MODIFIED | | | 0093 720-45410 3.000 EACH | 1500.00000 4500.00| 3500.00000 10500.00| 2050.00000 6150.00 MANHOLE, C4 | | | 0094 720-90984 4.000 EACH | 1800.00000 7200.00| 3900.00000 15600.00| 2400.00000 9600.00 MANHOLE, C2 | | | 0095 720-92884 1.000 EACH | 2400.00000 2400.00| 4500.00000 4500.00| 4300.00000 4300.00 MANHOLE, K4, MODIFIED | | | 0096 720-97865 1.000 EACH | 1800.00000 1800.00| 3900.00000 3900.00| 2400.00000 2400.00 MANHOLE, C2, MODIFIED | | | 0097 801-03290 2.000 EACH | 150.00000 300.00| 250.00000 500.00| 600.00000 1200.00 CONSTRUCTION SIGN, C | | | 0098 801-06203 237.000 LFT | 4.00000 948.00| 4.00000 948.00| 4.10000 971.70 TEMPORARY PAVEMENT MARKING, 4 IN | | | 0099 801-06207 237.000 LFT | 4.00000 948.00| 4.00000 948.00| 4.10000 971.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0100 801-06625 35.000 EACH | 102.00000 3570.00| 105.00000 3675.00| 150.00000 5250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0101 801-06640 23.000 EACH | 130.00000 2990.00| 150.00000 3450.00| 500.00000 11500.00 CONSTRUCTION SIGN, A | | | 0102 801-06645 7.000 EACH | 35.00000 245.00| 75.00000 525.00| 150.00000 1050.00 CONSTRUCTION SIGN, B | | | 0103 801-07118 50.000 LFT | 15.00000 750.00| 15.00000 750.00| 15.50000 775.00 BARRICADE, III-A | | | 0104 801-07119 80.000 LFT | 16.00000 1280.00| 16.50000 1320.00| 20.50000 1640.00 BARRICADE, III-B | | | 0105 802-05701 173.000 LFT | 17.00000 2941.00| 17.00000 2941.00| 12.40000 2145.20 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -13 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 61-1358884 |( 5 ) 35-1878024 |( 6 ) 35-1917625 |HALL CONTRACTING OF KENTUCKY |RAGLE INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 802-05702 27.000 LFT | 16.00000 432.00| 16.00000 432.00| 7.25000 195.75 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0107 802-09838 82.000 SFT | 25.00000 2050.00| 25.00000 2050.00| 22.70000 1861.40 SIGN, SHEET, WITH LEGEND 0.080" | | | 0108 808-05929 86.000 LFT | 4.00000 344.00| 16.35000 1406.10| 6.15000 528.90 TRANSVERSE MARKING THERMOPLASTIC, | | | CROSSWALK LINE, 8" | | | 0109 808-06712 269.000 LFT | 0.15000 40.35| 0.24000 64.56| 2.00000 538.00 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0110 808-06713 10243.000 LFT | 0.15000 1536.45| 0.24000 2458.32| 0.15000 1536.45 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0111 808-06714 8991.000 LFT | 0.15000 1348.65| 0.24000 2157.84| 0.15000 1348.65 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0112 808-75998 4.000 EACH | 525.00000 2100.00| 349.00000 1396.00| 500.00000 2000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER BLU | | | 0113 621-06557 450.000 LBS | 2.00000 900.00| 2.00000 900.00| 2.05000 922.50 SEED MIXTURE, T | | | 0114 205-06934 7.500 TON | 430.00000 3225.00| 430.00000 3225.00| 415.00000 3112.50 TEMPORARY MULCHING | | | 0115 720-45045 1.000 EACH | 1000.00000 1000.00| 2100.00000 2100.00| 1600.00000 1600.00 INLET, J10 | | | 0116 711-07857 2.000 EACH | 4500.00000 9000.00| 4400.00000 8800.00| 4500.00000 9000.00 INCLINOMETER | | | SECTION TOTALS | $ 6,855,000.00| $ 6,859,671.99| $ 7,246,811.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,855,000.00| $ 6,859,671.99| $ 7,246,811.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -14 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1549010 |( ) |( ) |MCALISTER EXCAVATING CO 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 | 100000.00000 100000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 414832.10000 414832.10| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 150000.00000 150000.00| | CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP | 5000.00000 5000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 3'x3' Box Culvert | | | 0012 202-01000 LUMP | 7500.00000 7500.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | Concrete Filled Barrels, Remove | | | 0013 202-52710 15.000 SYS | 30.00000 450.00| | SIDEWALK, CONCRETE, REMOVE | | | 0014 202-90747 227.000 LFT | 30.00000 6810.00| | RETAINING WALL, REMOVE | | | 0015 202-96035 45.000 LFT | 45.00000 2025.00| | CONCRETE WALL, REMOVE | | | 0016 202-96133 145.000 LFT | 55.00000 7975.00| | PIPE, REMOVE | | | 0017 203-02000 5145.000 CYS | 14.00000 72030.00| | EXCAVATION, COMMON | | | 0018 203-02070 4285.000 CYS | 18.00000 77130.00| | BORROW | | | 0019 203-02588 3858.000 SYS | 155.00000 597990.00| | LAGGING, PRECAST CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -15 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1549010 |( ) |( ) |MCALISTER EXCAVATING CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02590 1962.000 LFT | 271.16000 532015.92| | PIER, DRILL IN BEDROCK SOCKET | | | 0021 203-02591 4740.000 LFT | 239.16000 1133618.40| | PIER, FORMED, DRILL ABOVE BEDROCK SOCKE | | | 0022 203-02592 7230.000 LFT | 237.00000 1713510.00| | PIER, NONFORMED, DRILL ABOVE BEDROCK | | | SOCKET | | | 0023 203-02594 327.000 EACH | 5271.00000 1723617.00| | TIEBACK | | | 0024 204-02586 8.000 EACH | 1800.00000 14400.00| | CREEP TEST | | | 0025 204-02587 1.000 EACH | 14400.00000 14400.00| | FAILURE TEST | | | 0026 204-02589 24.000 EACH | 360.00000 8640.00| | PERFORMANCE TEST | | | 0027 204-02593 295.000 EACH | 150.00000 44250.00| | PROOF TEST | | | 0028 205-02237 9.000 EACH | 161.00000 1449.00| | TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0029 205-02770 3777.000 SYS | 1.25000 4721.25| | EROSION CONTROL BLANKET | | | 0030 205-06931 49.000 TON | 26.30000 1288.70| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0031 205-06933 4.000 EACH | 161.00000 644.00| | TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06937 3327.000 LFT | 1.55000 5156.85| | TEMPORARY SILT FENCE | | | 0033 207-08263 10931.000 SYS | 16.50000 180361.50| | SUBGRADE TREATMENT, TYPE IA # 53 | | | COMPACTED AGGREGATE | | | 0034 207-08267 421.000 SYS | 8.50000 3578.50| | SUBGRADE TREATMENT, TYPE IIIA | | | 0037 211-09264 162.000 CYS | 33.00000 5346.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0038 211-09265 15.000 CYS | 33.00000 495.00| | STRUCTURAL BACKFILL, TYPE 2 | | | 0039 211-09266 12619.000 CYS | 33.00000 416427.00| | STRUCTURAL BACKFILL, TYPE 3 | | | 0040 301-07448 225.000 TON | 20.00000 4500.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0041 303-01180 100.000 TON | 25.00000 2500.00| | COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -16 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1549010 |( ) |( ) |MCALISTER EXCAVATING CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 303-07449 39.400 TON | 25.00000 985.00| | COMPACTED AGGREGATE, NO. 73 | | | 0043 304-07490 357.000 TON | 149.50000 53371.50| | HMA PATCHING, TYPE B | | | 0044 306-08034 8000.000 SYS | 1.75000 14000.00| | MILLING, ASPHALT, 1 1/2 IN | | | 0045 306-08043 670.000 SYS | 1.75000 1172.50| | MILLING, TRANSITION | | | 0046 306-08432 551.000 SYS | 1.75000 964.25| | MILLING, APPROACH | | | 0047 401-06264 LUMP | 2750.00000 2750.00| | PROFILOGRAPH, HMA | | | 0048 401-07321 1447.000 TON | 81.00000 117207.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0049 401-07390 1230.000 TON | 74.00000 91020.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0050 401-07407 3007.000 TON | 71.00000 213497.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0053 402-07451 100.000 TON | 110.00000 11000.00| | HMA WEDGE AND LEVEL, TYPE B | | | 0054 406-05520 7.300 TON | 655.00000 4781.50| | ASPHALT FOR TACK COAT | | | 0055 601-01115 2790.000 LFT | 50.00000 139500.00| | GUARDRAIL, W-BEAM, 1 FT 6.75 IN SPACING | | | 0056 601-02241 2516.000 LFT | 3.45000 8680.20| | GUARDRAIL, REMOVE | | | 0057 601-94689 2.000 EACH | 2812.00000 5624.00| | GUARDRAIL END TREATMENT, OS | | | 0058 604-06070 15.000 SYS | 200.00000 3000.00| | SIDEWALK, CONCRETE | | | 0059 604-07897 18.000 SYS | 200.00000 3600.00| | CURB RAMP, CONCRETE, C | | | 0060 605-06140 2681.000 LFT | 20.00000 53620.00| | CURB AND GUTTER, CONCRETE | | | 0061 610-07487 164.000 TON | 120.00000 19680.00| | HMA FOR APPROACHES, TYPE B | | | 0062 611-06497 3.000 EACH | 260.00000 780.00| | MAILBOX ASSEMBLY, SINGLE | | | 0063 616-02320 23763.000 SYS | 2.00000 47526.00| | GEOTEXTILES | | | 0064 616-05688 26.000 TON | 35.00000 910.00| | RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -17 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1549010 |( ) |( ) |MCALISTER EXCAVATING CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0065 616-05689 136.000 TON | 35.00000 4760.00| | RIPRAP, CLASS 2 | | | 0066 616-06405 2241.000 TON | 26.00000 58266.00| | RIPRAP, REVETMENT | | | 0067 621-01004 10.000 EACH | 910.00000 9100.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-06560 10957.000 SYS | 0.44000 4821.08| | MULCHED SEEDING, U | | | 0069 621-06567 40.000 kGAL | 1.00000 40.00| | WATER | | | 0070 621-06574 585.000 SYS | 8.50000 4972.50| | SODDING | | | 0071 621-06575 1029.000 SYS | 8.50000 8746.50| | SODDING, NURSERY | | | 0072 628-08520 2.000 EACH | 125.00000 250.00| | CELLULAR TELEPHONE/RADIO | | | 0073 628-08521 48.000 MOS | 150.00000 7200.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0074 628-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0075 628-09402 24.000 MOS | 1250.00000 30000.00| | FIELD OFFICE, B | | | 0076 628-09407 24.000 MOS | 150.00000 3600.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0077 715-04855 1.000 EACH | 1400.00000 1400.00| | PIPE END SECTION, 42 IN | | | 0078 715-05048 5949.000 LFT | 2.25000 13385.25| | PIPE, TYPE 4 CIRCULAR 6 IN | | | 0079 715-05053 60.000 LFT | 8.00000 480.00| | PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0080 715-05149 662.000 LFT | 26.00000 17212.00| | PIPE, TYPE 2 CIRCULAR 12 IN | | | 0081 715-05151 60.000 LFT | 18.00000 1080.00| | PIPE, TYPE 2 CIRCULAR 15 IN | | | 0082 715-05152 253.000 LFT | 24.00000 6072.00| | PIPE, TYPE 2 CIRCULAR 18 IN | | | 0083 715-05154 51.000 LFT | 30.00000 1530.00| | PIPE, TYPE 2 CIRCULAR 24 IN | | | 0084 715-05159 71.000 LFT | 100.00000 7100.00| | PIPE, TYPE 2 CIRCULAR 42 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -18 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1549010 |( ) |( ) |MCALISTER EXCAVATING CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 715-05363 48.000 LFT | 65.00000 3120.00| | PIPE, TYPE 3 DEFORMED MIN AREA 1.8 SF | | | 0087 718-06531 1.000 EACH | 400.00000 400.00| | OUTLET PROTECTOR, 3 | | | 0088 718-52610 218.000 CYS | 42.00000 9156.00| | AGGREGATE FOR UNDERDRAINS | | | 0089 720-44000 1.000 EACH | 400.00000 400.00| | CASTING, ADJUST TO GRADE | | | 0090 720-45030 4.000 EACH | 1200.00000 4800.00| | INLET, E7 | | | 0091 720-45145 2.000 EACH | 1600.00000 3200.00| | INLET, J10, MODIFIED | | | 0092 720-45155 2.000 EACH | 1600.00000 3200.00| | INLET, M10, MODIFIED | | | 0093 720-45410 3.000 EACH | 2000.00000 6000.00| | MANHOLE, C4 | | | 0094 720-90984 4.000 EACH | 2400.00000 9600.00| | MANHOLE, C2 | | | 0095 720-92884 1.000 EACH | 3500.00000 3500.00| | MANHOLE, K4, MODIFIED | | | 0096 720-97865 1.000 EACH | 2400.00000 2400.00| | MANHOLE, C2, MODIFIED | | | 0097 801-03290 2.000 EACH | 172.00000 344.00| | CONSTRUCTION SIGN, C | | | 0098 801-06203 237.000 LFT | 4.60000 1090.20| | TEMPORARY PAVEMENT MARKING, 4 IN | | | 0099 801-06207 237.000 LFT | 4.60000 1090.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0100 801-06625 35.000 EACH | 117.00000 4095.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0101 801-06640 23.000 EACH | 150.00000 3450.00| | CONSTRUCTION SIGN, A | | | 0102 801-06645 7.000 EACH | 41.00000 287.00| | CONSTRUCTION SIGN, B | | | 0103 801-07118 50.000 LFT | 17.25000 862.50| | BARRICADE, III-A | | | 0104 801-07119 80.000 LFT | 18.25000 1460.00| | BARRICADE, III-B | | | 0105 802-05701 173.000 LFT | 19.00000 3287.00| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/13/11 PAGE : 301 -19 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -27969-A COUNTIES : SWITZERLAND LETTING DATE : 08/24/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 35-1549010 |( ) |( ) |MCALISTER EXCAVATING CO INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 802-05702 27.000 LFT | 18.00000 486.00| | SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0107 802-09838 82.000 SFT | 29.00000 2378.00| | SIGN, SHEET, WITH LEGEND 0.080" | | | 0108 808-05929 86.000 LFT | 4.60000 395.60| | TRANSVERSE MARKING THERMOPLASTIC, | | | CROSSWALK LINE, 8" | | | 0109 808-06712 269.000 LFT | 0.17000 45.73| | LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0110 808-06713 10243.000 LFT | 0.17000 1741.31| | LINE, PAINT, SOLID, WHITE, 4 IN | | | 0111 808-06714 8991.000 LFT | 0.17000 1528.47| | LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0112 808-75998 4.000 EACH | 250.00000 1000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER BLU | | | 0113 621-06557 450.000 LBS | 4.48000 2016.00| | SEED MIXTURE, T | | | 0114 205-06934 7.500 TON | 425.00000 3187.50| | TEMPORARY MULCHING | | | 0115 720-45045 1.000 EACH | 1600.00000 1600.00| | INLET, J10 | | | 0116 711-07857 2.000 EACH | 4500.00000 9000.00| | INCLINOMETER | | | SECTION TOTALS | $ 8,311,474.01| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,311,474.01| $ 0.00| $ ====================================================================================================================================