INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : STP-B863(009) STP-B863(009) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,048,859.65 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,280,324.67 111.2972% 3 35-1139301 E & B PAVING, INC. $ 2,306,063.35 112.5535% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,497,819.20 121.9126% 5 35-1609544 SCHUTT-LOOKABILL COMPANY, INC. $ 2,625,733.62 128.1558% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 9.000 MOS | 1478.72000 13308.48| 2600.00000 23400.00| 1300.00000 11700.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 48800.00000 48800.00| 26000.00000 26000.00| 26000.00000 26000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 74729.00000 74729.00| 110000.00000 110000.00| 115250.00000 115250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 52.000 m | 22.75000 1183.00| 61.00000 3172.00| 31.00000 1612.00 DITCH CLEANING | | | 0005 201-52370 LUMP| 24905.45000 24905.45| 67000.00000 67000.00| 69150.00000 69150.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 205.000 m2 | 6.40000 1312.00| 16.00000 3280.00| 14.00000 2870.00 PAVEMENT, REMOVE | | | 0007 202-02241 45.000 m | 11.84000 532.80| 7.40000 333.00| 7.00000 315.00 GUARDRAIL, REMOVE | | | 0008 202-02273 128.000 m2 | 11.98000 1533.44| 33.00000 4224.00| 18.00000 2304.00 CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02274 3100.000 m | 11.62000 36022.00| 10.00000 31000.00| 11.00000 34100.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-51328 LUMP| 60794.36000 60794.36| 52000.00000 52000.00| 51623.00000 51623.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-52710 1671.000 m2 | 4.99000 8338.29| 5.80000 9691.80| 6.00000 10026.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60820 31705.000 m2 | 0.74000 23461.70| 1.00000 31705.00| 1.20000 38046.00 SURFACE MILLING, ASPHALT | | | 0013 202-60822 876.000 m2 | 3.01000 2636.76| 7.00000 6132.00| 4.00000 3504.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-90090 25.000 m2 | 787.50000 19687.50| 134.00000 3350.00| 128.00000 3200.00 CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0015 202-92635 115.000 m | 8.64000 993.60| 27.00000 3105.00| 12.00000 1380.00 CURB AND GUTTER, COMBINED, CONCRETE, | | | REMOVE | | | 0016 202-96718 3.000 EACH| 39.45000 118.35| 17.00000 51.00| 16.00000 48.00 POST, GUARD RAIL, REMOVE | | | 0017 203-02045 958.000 m3 | 9.89000 9474.62| 12.00000 11496.00| 18.00000 17244.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0018 203-02080 1.637 km | 34889.38000 57113.92| 55000.00000 90035.00| 77000.00000 126049.00 LINEAR GRADING | | | 0019 205-02224 173.000 m | 6.04000 1044.92| 6.00000 1038.00| 5.75000 994.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0020 205-02236 7.000 EACH| 73.50000 514.50| 74.00000 518.00| 70.00000 490.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 38.000 EACH| 52.50000 1995.00| 53.00000 2014.00| 50.00000 1900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 207-05077 500.000 m2 | 18.48000 9240.00| 18.00000 9000.00| 10.00000 5000.00 LIME-KILN DUST MODIFIED SOIL, 300 mm | | | 0023 211-02060 50.200 m3 | 26.61000 1335.82| 22.00000 1104.40| 40.00000 2008.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 919.000 Mg | 20.66000 18986.54| 19.00000 17461.00| 24.00000 22056.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 304-04403 732.000 m3 | 38.56000 28225.92| 56.00000 40992.00| 41.00000 30012.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0026 305-05205 3.300 Mg | 409.50000 1351.35| 240.00000 792.00| 400.00000 1320.00 HMA FOR PATCHING, TEMPORARY | | | 0027 305-92470 6254.000 m2 | 90.50000 565987.00| 89.00000 556606.00| 100.00000 625400.00 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0028 307-02567 2672.000 m2 | 32.22000 86091.84| 45.00000 120240.00| 35.25000 94188.00 PORTLAND CEMENT CONCRETE BASE, 225 mm | | | 0029 401-05454 5973.000 Mg | 29.09000 173754.57| 30.00000 179190.00| 31.00000 185163.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0030 401-05456 2502.000 Mg | 41.69000 104308.38| 36.00000 90072.00| 43.50000 108837.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 406-05520 18.300 Mg | 299.25000 5476.28| 170.00000 3111.00| 140.00000 2562.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 501-03489 2215.000 EACH| 4.81000 10654.15| 5.40000 11961.00| 5.50000 12182.50 TIE BAR, RETROFIT | | | 0033 501-05240 445.000 m | 15.75000 7008.75| 20.00000 8900.00| 35.00000 15575.00 CONTRACTION JOINT, D1 | | | 0034 601-01522 2.000 EACH| 1249.50000 2499.00| 1313.00000 2626.00| 1250.00000 2500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-04746 2.000 EACH| 5250.00000 10500.00| 5670.00000 11340.00| 5400.00000 10800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0036 601-06037 3.000 EACH| 619.50000 1858.50| 629.00000 1887.00| 599.00000 1797.00 GUARDRAIL END TREATMENT, I | | | 0037 601-99105 62.865 m | 46.20000 2904.36| 38.00000 2388.87| 36.00000 2263.14 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06639 132.000 m | 68.25000 9009.00| 97.00000 12804.00| 92.00000 12144.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0039 604-06069 220.000 m2 | 39.03000 8586.60| 53.00000 11660.00| 38.00000 8360.00 CURB RAMP, CONCRETE | | | 0040 604-91531 1472.000 m2 | 24.04000 35386.88| 29.00000 42688.00| 26.00000 38272.00 SIDEWALK, CONCRETE, 100 mm | | | 0041 605-06100 1287.000 m | 32.59000 41943.33| 26.00000 33462.00| 31.00000 39897.00 CURB, INTEGRAL, C, CONCRETE | | | 0042 605-06115 1055.000 m | 40.13000 42337.15| 61.00000 64355.00| 33.00000 34815.00 CURB, INTEGRAL, C, CONCRETE, MODIFIED | | | 0043 605-06120 107.000 m | 56.10000 6002.70| 91.00000 9737.00| 66.00000 7062.00 CURB, CONCRETE | | | 0044 605-06275 666.000 m2 | 55.02000 36643.32| 80.00000 53280.00| 60.00000 39960.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0045 610-05527 152.000 Mg | 89.25000 13566.00| 62.00000 9424.00| 110.00000 16720.00 HMA FOR APPROACHES | | | 0046 611-05330 2008.000 m2 | 35.85000 71986.80| 37.00000 74296.00| 32.50000 65260.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0047 611-06497 20.000 EACH| 131.25000 2625.00| 95.00000 1900.00| 90.00000 1800.00 MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 3.000 EACH| 183.75000 551.25| 110.00000 330.00| 105.00000 315.00 MAILBOX ASSEMBLY, DOUBLE | | | 0049 616-02320 353.000 m2 | 2.88000 1016.64| 3.40000 1200.20| 2.00000 706.00 GEOTEXTILES | | | 0050 616-06401 16.000 Mg | 25.92000 414.72| 105.00000 1680.00| 26.00000 416.00 RIPRAP, DUMPED | | | 0051 616-06405 376.000 Mg | 25.92000 9745.92| 32.00000 12032.00| 24.00000 9024.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-06567 92.000 kL | 1.05000 96.60| 1.10000 101.20| 1.00000 92.00 WATER | | | 0053 621-06575 5088.000 m2 | 3.10000 15772.80| 3.10000 15772.80| 5.95000 30273.60 SODDING, NURSERY | | | 0054 702-51863 154.000 EACH| 15.75000 2425.50| 8.40000 1293.60| 8.00000 1232.00 FIELD DRILLED HOLE IN CONCRETE | | | 0055 703-51032 3197.000 kg | 2.10000 6713.70| 2.30000 7353.10| 2.20000 7033.40 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 30.600 m3 | 945.00000 28917.00| 1281.00000 39198.60| 1220.00000 37332.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-51025 47.400 m | 288.75000 13686.75| 278.00000 13177.20| 265.00000 12561.00 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 3171.00000 3171.00| 3150.00000 3150.00| 3000.00000 3000.00 SURFACE SEAL | | | 0059 715-05028 79.000 m | 45.09000 3562.11| 87.00000 6873.00| 113.00000 8927.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05048 1555.000 m | 5.30000 8241.50| 11.00000 17105.00| 15.00000 23325.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0061 715-05595 4.000 m | 64.33000 257.32| 299.00000 1196.00| 175.00000 700.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0062 715-05789 11.000 m | 47.83000 526.13| 263.00000 2893.00| 152.00000 1672.00 PIPE, EXTENSION, CIRCULAR, 300 mm | | | 0063 715-44240 0.100 m3 | 4319.70000 431.97| 2556.00000 255.60| 6300.00000 630.00 CONCRETE, A, STRUCTURES | | | 0064 718-52610 217.000 m3 | 35.04000 7603.68| 65.00000 14105.00| 37.00000 8029.00 AGGREGATE FOR UNDERDRAINS | | | 0065 718-99153 3157.000 m2 | 1.16000 3662.12| 2.40000 7576.80| 1.70000 5366.90 GEOTEXTILES FOR UNDERDRAIN | | | 0066 720-01039 4.000 EACH| 414.55000 1658.20| 533.00000 2132.00| 450.00000 1800.00 CASTING, 10 | | | 0067 720-01894 2.000 EACH| 658.72000 1317.44| 748.00000 1496.00| 450.00000 900.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0068 720-44000 29.000 EACH| 185.74000 5386.46| 473.00000 13717.00| 290.00000 8410.00 CASTING, ADJUST TO GRADE | | | 0069 720-44045 4.000 EACH| 529.98000 2119.92| 748.00000 2992.00| 600.00000 2400.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0070 720-44055 12.000 EACH| 566.89000 6802.68| 819.00000 9828.00| 450.00000 5400.00 CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0071 720-45045 11.000 EACH| 966.06000 10626.66| 1467.00000 16137.00| 1450.00000 15950.00 INLET, J10 | | | 0072 720-45055 1.000 EACH| 990.26000 990.26| 1456.00000 1456.00| 1450.00000 1450.00 INLET, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 720-45410 3.000 EACH| 1367.91000 4103.73| 1575.00000 4725.00| 1900.00000 5700.00 MANHOLE, C4 | | | 0074 720-96030 4.000 EACH| 2384.91000 9539.64| 2837.00000 11348.00| 3800.00000 15200.00 MANHOLE, MODIFIED | | | 0075 722-51401 10.000 m2 | 340.20000 3402.00| 226.00000 2260.00| 215.00000 2150.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0076 722-51842 423.000 m2 | 89.25000 37752.75| 84.00000 35532.00| 80.00000 33840.00 BRIDGE DECK OVERLAY | | | 0077 722-51846 8.000 m3 | 395.00000 3160.00| 395.00000 3160.00| 395.00000 3160.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0078 722-51852 75.000 m2 | 68.25000 5118.75| 90.00000 6750.00| 86.00000 6450.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0079 724-03276 45.000 m | 420.00000 18900.00| 344.00000 15480.00| 328.00000 14760.00 EXPANSION JOINT SEALING SYSTEM | | | 0080 801-06605 27.000 EACH| 157.50000 4252.50| 173.00000 4671.00| 150.00000 4050.00 BARRICADE, IIIA | | | 0081 801-06640 10.000 EACH| 147.00000 1470.00| 263.00000 2630.00| 140.00000 1400.00 CONSTRUCTION SIGN, A | | | 0082 801-06643 3233.000 m | 2.99000 9666.67| 3.80000 12285.40| 2.85000 9214.05 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0083 801-06644 449.000 m | 2.99000 1342.51| 3.80000 1706.20| 2.85000 1279.65 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0084 801-06710 540.000 DAY | 15.75000 8505.00| 17.00000 9180.00| 15.00000 8100.00 FLASHING ARROW SIGN | | | 0085 801-06775 LUMP| 70774.80000 70774.80| 82000.00000 82000.00| 64000.00000 64000.00 MAINTAINING TRAFFIC | | | 0086 802-76020 5.500 m2 | 189.00000 1039.50| 182.00000 1001.00| 180.00000 990.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0087 802-76035 5.600 m2 | 246.75000 1381.80| 218.00000 1220.80| 235.00000 1316.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0088 802-76055 86.300 m | 14.70000 1268.61| 14.00000 1208.20| 14.00000 1208.20 SIGN POST, A | | | 0089 805-01842 5.000 EACH| 892.50000 4462.50| 646.00000 3230.00| 850.00000 4250.00 HANDHOLE, SIGNAL | | | 0090 805-02327 7.000 EACH| 262.50000 1837.50| 252.00000 1764.00| 250.00000 1750.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0091 805-02441 1105.000 m | 0.53000 585.65| 1.40000 1547.00| 0.50000 552.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-06592 209.000 m | 37.80000 7900.20| 39.00000 8151.00| 36.00000 7524.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0093 805-78510 798.000 m | 4.20000 3351.60| 2.80000 2234.40| 4.00000 3192.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0094 805-78784 5.000 EACH| 367.50000 1837.50| 252.00000 1260.00| 350.00000 1750.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0095 805-78785 6.000 EACH| 630.00000 3780.00| 537.00000 3222.00| 600.00000 3600.00 SIGNAL DETECTOR HOUSING | | | 0096 805-78795 333.000 m | 25.20000 8391.60| 23.00000 7659.00| 24.00000 7992.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0097 807-98690 1.000 EACH| 367.50000 367.50| 260.00000 260.00| 350.00000 350.00 HANDHOLE ADJUSTED TO GRADE | | | 0098 808-06701 728.000 m | 0.95000 691.60| 0.80000 582.40| 0.90000 655.20 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0099 808-06703 1264.000 m | 0.95000 1200.80| 0.80000 1011.20| 0.90000 1137.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0100 808-06705 100.000 m | 3.47000 347.00| 2.60000 260.00| 3.30000 330.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0101 808-06713 2942.000 m | 0.35000 1029.70| 0.30000 882.60| 0.33000 970.86 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0102 808-06714 136.000 m | 0.53000 72.08| 0.30000 40.80| 0.50000 68.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0103 808-06716 344.000 m | 1.58000 543.52| 1.70000 584.80| 1.50000 516.00 LINE, REMOVE | | | 0104 808-75240 192.000 m | 0.95000 182.40| 0.80000 153.60| 0.90000 172.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0105 808-75245 3133.000 m | 0.95000 2976.35| 0.80000 2506.40| 0.90000 2819.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0106 808-75278 79.000 m | 8.61000 680.19| 6.30000 497.70| 8.20000 647.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0107 808-75297 121.000 m | 11.24000 1360.04| 11.00000 1331.00| 10.70000 1294.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0108 808-75320 28.000 EACH| 49.35000 1381.80| 63.00000 1764.00| 47.00000 1316.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 808-75325 28.000 EACH| 61.95000 1734.60| 84.00000 2352.00| 59.00000 1652.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 2,048,859.65| $ 2,280,324.67| $ 2,306,063.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,048,859.65| $ 2,280,324.67| $ 2,306,063.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1609544 | |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 9.000 MOS | 2000.00000 18000.00| 1732.64000 15593.76| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 38000.00000 38000.00| 33988.50000 33988.50| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 120000.00000 120000.00| 131492.93000 131492.93| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 52.000 m | 50.00000 2600.00| 81.24000 4224.48| DITCH CLEANING | | | 0005 201-52370 LUMP| 55000.00000 55000.00| 78536.00000 78536.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 205.000 m2 | 40.00000 8200.00| 9.92000 2033.60| PAVEMENT, REMOVE | | | 0007 202-02241 45.000 m | 10.50000 472.50| 7.93000 356.85| GUARDRAIL, REMOVE | | | 0008 202-02273 128.000 m2 | 48.00000 6144.00| 23.79000 3045.12| CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02274 3100.000 m | 12.00000 37200.00| 8.06000 24986.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-51328 LUMP| 42000.00000 42000.00| 70723.00000 70723.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-52710 1671.000 m2 | 4.50000 7519.50| 5.52000 9223.92| SIDEWALK, CONCRETE, REMOVE | | | 0012 202-60820 31705.000 m2 | 1.00000 31705.00| 1.13000 35826.65| SURFACE MILLING, ASPHALT | | | 0013 202-60822 876.000 m2 | 6.50000 5694.00| 7.93000 6946.68| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0014 202-90090 25.000 m2 | 260.00000 6500.00| 128.00000 3200.00| CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0015 202-92635 115.000 m | 20.00000 2300.00| 7.68000 883.20| CURB AND GUTTER, COMBINED, CONCRETE, | | | REMOVE | | | 0016 202-96718 3.000 EACH| 20.00000 60.00| 18.12000 54.36| POST, GUARD RAIL, REMOVE | | | 0017 203-02045 958.000 m3 | 40.00000 38320.00| 20.43000 19571.94| EXCAVATION FOR SUBGRADE TREATMENT | | | 0018 203-02080 1.637 km | 95000.00000 155515.00| 106701.28000 174670.00| LINEAR GRADING | | | 0019 205-02224 173.000 m | 6.00000 1038.00| 6.51000 1126.23| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1609544 | |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02236 7.000 EACH| 73.00000 511.00| 79.31000 555.17| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 38.000 EACH| 52.00000 1976.00| 56.65000 2152.70| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 207-05077 500.000 m2 | 19.00000 9500.00| 21.74000 10870.00| LIME-KILN DUST MODIFIED SOIL, 300 mm | | | 0023 211-02060 50.200 m3 | 17.43000 874.99| 28.35000 1423.17| B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 919.000 Mg | 31.00000 28489.00| 24.47000 22487.93| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 304-04403 732.000 m3 | 45.00000 32940.00| 42.16000 30861.12| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0026 305-05205 3.300 Mg | 750.00000 2475.00| 538.52000 1777.12| HMA FOR PATCHING, TEMPORARY | | | 0027 305-92470 6254.000 m2 | 105.00000 656670.00| 102.00000 637908.00| PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0028 307-02567 2672.000 m2 | 45.00000 120240.00| 50.75000 135604.00| PORTLAND CEMENT CONCRETE BASE, 225 mm | | | 0029 401-05454 5973.000 Mg | 30.75000 183669.75| 33.99000 203022.27| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0030 401-05456 2502.000 Mg | 41.80000 104583.60| 40.78000 102031.56| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 406-05520 18.300 Mg | 163.00000 2982.90| 192.60000 3524.58| ASPHALT FOR TACK COAT | | | 0032 501-03489 2215.000 EACH| 14.00000 31010.00| 5.93000 13134.95| TIE BAR, RETROFIT | | | 0033 501-05240 445.000 m | 13.50000 6007.50| 27.20000 12104.00| CONTRACTION JOINT, D1 | | | 0034 601-01522 2.000 EACH| 1250.00000 2500.00| 1416.19000 2832.38| GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-04746 2.000 EACH| 5200.00000 10400.00| 6117.93000 12235.86| ENERGY ABSORBING TERMINAL, CZ | | | 0036 601-06037 3.000 EACH| 615.00000 1845.00| 678.64000 2035.92| GUARDRAIL END TREATMENT, I | | | 0037 601-99105 62.865 m | 46.00000 2891.79| 40.78000 2563.63| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06639 132.000 m | 100.00000 13200.00| 92.00000 12144.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1609544 | |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 604-06069 220.000 m2 | 39.10000 8602.00| 37.78000 8311.60| CURB RAMP, CONCRETE | | | 0040 604-91531 1472.000 m2 | 24.25000 35696.00| 28.49000 41937.28| SIDEWALK, CONCRETE, 100 mm | | | 0041 605-06100 1287.000 m | 30.00000 38610.00| 28.50000 36679.50| CURB, INTEGRAL, C, CONCRETE | | | 0042 605-06115 1055.000 m | 25.50000 26902.50| 27.07000 28558.85| CURB, INTEGRAL, C, CONCRETE, MODIFIED | | | 0043 605-06120 107.000 m | 60.00000 6420.00| 45.48000 4866.36| CURB, CONCRETE | | | 0044 605-06275 666.000 m2 | 70.00000 46620.00| 59.51000 39633.66| CENTER CURB, D, CONCRETE, MODIFIED | | | 0045 610-05527 152.000 Mg | 68.00000 10336.00| 70.25000 10678.00| HMA FOR APPROACHES | | | 0046 611-05330 2008.000 m2 | 39.50000 79316.00| 32.36000 64978.88| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0047 611-06497 20.000 EACH| 130.00000 2600.00| 101.97000 2039.40| MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 3.000 EACH| 180.00000 540.00| 118.97000 356.91| MAILBOX ASSEMBLY, DOUBLE | | | 0049 616-02320 353.000 m2 | 2.00000 706.00| 2.77000 977.81| GEOTEXTILES | | | 0050 616-06401 16.000 Mg | 40.00000 640.00| 31.15000 498.40| RIPRAP, DUMPED | | | 0051 616-06405 376.000 Mg | 27.50000 10340.00| 28.59000 10749.84| RIPRAP, REVETMENT | | | 0052 621-06567 92.000 kL | 1.00000 92.00| 1.13000 103.96| WATER | | | 0053 621-06575 5088.000 m2 | 3.00000 15264.00| 3.34000 16993.92| SODDING, NURSERY | | | 0054 702-51863 154.000 EACH| 5.50000 847.00| 8.00000 1232.00| FIELD DRILLED HOLE IN CONCRETE | | | 0055 703-51032 3197.000 kg | 1.40000 4475.80| 2.20000 7033.40| REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 30.600 m3 | 800.00000 24480.00| 1220.00000 37332.00| CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-51025 47.400 m | 400.00000 18960.00| 265.00000 12561.00| CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 1800.00000 1800.00| 2300.00000 2300.00| SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1609544 | |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05028 79.000 m | 190.00000 15010.00| 87.85000 6940.15| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05048 1555.000 m | 21.00000 32655.00| 15.80000 24569.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0061 715-05595 4.000 m | 470.00000 1880.00| 233.22000 932.88| PIPE EXTENSION, CIRCULAR, 375 mm | | | 0062 715-05789 11.000 m | 340.00000 3740.00| 200.06000 2200.66| PIPE, EXTENSION, CIRCULAR, 300 mm | | | 0063 715-44240 0.100 m3 | 1100.00000 110.00| 1010.95000 101.10| CONCRETE, A, STRUCTURES | | | 0064 718-52610 217.000 m3 | 37.00000 8029.00| 39.95000 8669.15| AGGREGATE FOR UNDERDRAINS | | | 0065 718-99153 3157.000 m2 | 1.80000 5682.60| 2.93000 9250.01| GEOTEXTILES FOR UNDERDRAIN | | | 0066 720-01039 4.000 EACH| 380.00000 1520.00| 504.68000 2018.72| CASTING, 10 | | | 0067 720-01894 2.000 EACH| 780.00000 1560.00| 632.71000 1265.42| CASTING, FURNISH AND ADJUST TO GRADE | | | 0068 720-44000 29.000 EACH| 300.00000 8700.00| 228.61000 6629.69| CASTING, ADJUST TO GRADE | | | 0069 720-44045 4.000 EACH| 600.00000 2400.00| 519.41000 2077.64| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0070 720-44055 12.000 EACH| 680.00000 8160.00| 621.38000 7456.56| CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0071 720-45045 11.000 EACH| 1350.00000 14850.00| 1060.79000 11668.69| INLET, J10 | | | 0072 720-45055 1.000 EACH| 1530.00000 1530.00| 1089.12000 1089.12| INLET, M10 | | | 0073 720-45410 3.000 EACH| 1750.00000 5250.00| 1622.83000 4868.49| MANHOLE, C4 | | | 0074 720-96030 4.000 EACH| 2450.00000 9800.00| 3185.53000 12742.12| MANHOLE, MODIFIED | | | 0075 722-51401 10.000 m2 | 700.00000 7000.00| 215.00000 2150.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0076 722-51842 423.000 m2 | 65.00000 27495.00| 80.36000 33992.28| BRIDGE DECK OVERLAY | | | 0077 722-51846 8.000 m3 | 395.00000 3160.00| 395.00000 3160.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0078 722-51852 75.000 m2 | 85.00000 6375.00| 86.00000 6450.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0079 724-03276 45.000 m | 250.00000 11250.00| 300.00000 13500.00| EXPANSION JOINT SEALING SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1609544 | |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-06605 27.000 EACH| 155.00000 4185.00| 169.94000 4588.38| BARRICADE, IIIA | | | 0081 801-06640 10.000 EACH| 140.00000 1400.00| 158.61000 1586.10| CONSTRUCTION SIGN, A | | | 0082 801-06643 3233.000 m | 3.00000 9699.00| 3.23000 10442.59| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0083 801-06644 449.000 m | 3.00000 1347.00| 3.23000 1450.27| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0084 801-06710 540.000 DAY | 18.00000 9720.00| 17.00000 9180.00| FLASHING ARROW SIGN | | | 0085 801-06775 LUMP| 128400.00000 128400.00| 231616.68000 231616.68| MAINTAINING TRAFFIC | | | 0086 802-76020 5.500 m2 | 180.00000 990.00| 203.93000 1121.62| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0087 802-76035 5.600 m2 | 220.00000 1232.00| 266.25000 1491.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0088 802-76055 86.300 m | 13.00000 1121.90| 15.87000 1369.58| SIGN POST, A | | | 0089 805-01842 5.000 EACH| 625.00000 3125.00| 963.01000 4815.05| HANDHOLE, SIGNAL | | | 0090 805-02327 7.000 EACH| 250.00000 1750.00| 283.24000 1982.68| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0091 805-02441 1105.000 m | 1.40000 1547.00| 0.57000 629.85| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0092 805-06592 209.000 m | 39.00000 8151.00| 40.78000 8523.02| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0093 805-78510 798.000 m | 2.80000 2234.40| 4.54000 3622.92| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0094 805-78784 5.000 EACH| 250.00000 1250.00| 396.53000 1982.65| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0095 805-78785 6.000 EACH| 530.00000 3180.00| 679.77000 4078.62| SIGNAL DETECTOR HOUSING | | | 0096 805-78795 333.000 m | 23.00000 7659.00| 27.20000 9057.60| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0097 807-98690 1.000 EACH| 260.00000 260.00| 396.53000 396.53| HANDHOLE ADJUSTED TO GRADE | | | 0098 808-06701 728.000 m | 0.95000 691.60| 0.83000 604.24| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/24/99 PAGE : 260 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,374.74 ROUTE : CALL ORDER : 260 CONTRACT ID : R -24277-A COUNTIES : JOHNSON LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1609544 | |MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL COMPANY, IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 808-06703 1264.000 m | 0.95000 1200.80| 0.83000 1049.12| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0100 808-06705 100.000 m | 3.45000 345.00| 2.84000 284.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0101 808-06713 2942.000 m | 0.35000 1029.70| 0.28000 823.76| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0102 808-06714 136.000 m | 0.52000 70.72| 0.28000 38.08| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0103 808-06716 344.000 m | 1.60000 550.40| 1.70000 584.80| LINE, REMOVE | | | 0104 808-75240 192.000 m | 0.95000 182.40| 0.83000 159.36| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0105 808-75245 3133.000 m | 0.95000 2976.35| 0.83000 2600.39| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0106 808-75278 79.000 m | 8.50000 671.50| 6.79000 536.41| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0107 808-75297 121.000 m | 11.00000 1331.00| 11.33000 1370.93| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0108 808-75320 28.000 EACH| 49.00000 1372.00| 67.98000 1903.44| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 28.000 EACH| 61.00000 1708.00| 90.64000 2537.92| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 2,497,819.20| $ 2,625,733.62| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,497,819.20| $ 2,625,733.62| ====================================================================================================================================