INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 993 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,741,916.52 ROUTE : 1-69 CALL ORDER : 993 CONTRACT ID : R -25072-A COUNTIES : MADISON LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0691101 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,396,929.48 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,494,894.02 107.0128% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-01925 9.000 MOS | 2400.00000 21600.00| 1400.00000 12600.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6300.00000 6300.00| 8500.00000 8500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 38100.00000 38100.00| 96000.00000 96000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 69367.600 m2 | 1.30000 90177.88| 1.75000 121393.30| SURFACE MILLING, ASPHALT MILL TO | | | CONCRETE (VARIES FROM 90MM TO 20 | | | 0005 401-05455 20520.700 Mg | 35.00000 718224.50| 33.00000 677183.10| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0006 401-05456 6243.100 Mg | 45.00000 280939.50| 48.00000 299668.80| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 401-06264 LUMP| 5750.00000 5750.00| 8000.00000 8000.00| PROFILOGRAPH, HMA | | | 0008 406-05520 52.000 Mg | 185.00000 9620.00| 204.00000 10608.00| ASPHALT FOR TACK COAT | | | 0009 406-06466 37496.000 m | 2.95000 110613.20| 3.50000 131236.00| POLYMERIC ASPHALT JOINT TAPE 40MM WIDE | | | 0010 801-06207 1875.000 m | 4.20000 7875.00| 2.65000 4968.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 20.000 EACH| 53.00000 1060.00| 70.00000 1400.00| CONSTRUCTION SIGN, A | | | 0012 801-06710 250.000 DAY | 15.00000 3750.00| 17.25000 4312.50| FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 28250.00000 28250.00| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0014 805-05406 2.000 EACH| 21050.00000 42100.00| 20000.00000 40000.00| DATA COLLECTION SITE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 993 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,741,916.52 ROUTE : 1-69 CALL ORDER : 993 CONTRACT ID : R -25072-A COUNTIES : MADISON LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06702 4687.000 m | 1.10000 5155.70| 1.05000 4921.35| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0016 808-06713 18673.000 m | 0.15000 2800.95| 0.14000 2614.22| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 75.000 m | 0.15000 11.25| 0.14000 10.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0018 808-75996 781.000 EACH| 5.50000 4295.50| 4.50000 3514.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0019 808-75998 781.000 EACH| 26.00000 20306.00| 23.00000 17963.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,396,929.48| $ 1,494,894.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,396,929.48| $ 1,494,894.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 995 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,399,238.90 ROUTE : CALL ORDER : 995 CONTRACT ID : R -25134-A COUNTIES : LAKE LETTING DATE : 08/29/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N441013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035122 GARIUP CONSTRUCTION $ 1,896,600.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,094,382.00 110.4282% ==================================================================================================================================== |(1) 35-1035122 |(2) 35-0918397 | |GARIUP CONSTRUCTION |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BEAUTIFICATION | | | 0001 105-01925 6.000 MOS | 3397.30000 20383.80| 2749.53000 16497.18| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 11226.00000 11226.00| 10998.13000 10998.13| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 81433.70000 81433.70| 212350.28000 212350.28| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 770.000 LFT | 5.00000 3850.00| 3.83000 2949.10| CURB, CONCRETE, REMOVE | | | 0005 202-06542 2.000 EACH| 229.10000 458.20| 1319.78000 2639.56| RELOCATE TREE | | | 0006 202-52710 7435.000 SYS | 9.20000 68402.00| 8.45000 62825.75| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-52710 480.000 SYS | 142.60000 68448.00| 16.80000 8064.00| SIDEWALK, CONCRETE, REMOVE , OVER | | | VAULTED AREAS | | | 0008 202-86946 49.000 EACH| 208.00000 10192.00| 219.96000 10778.04| HANDHOLE, REMOVE | | | 0009 203-05859 735.000 CYS | 79.20000 58212.00| 66.65000 48987.75| FILL , EXPANDED POLYSTYRENE (EPS) | | | 0010 210-06838 230.000 SFT | 38.90000 8947.00| 29.70000 6831.00| STEEL PLATE , 1/2 IN. | | | 0011 211-02060 35.000 CYS | 24.80000 868.00| 16.50000 577.50| B BORROW FOR STRUCTURE BACKFILL | | | 0012 307-04041 1547.000 SYS | 42.30000 65438.10| 54.75000 84698.25| PORTLAND CEMENT CONCRETE BASE , | | | UNDERLAYMENT, 5 IN. | | | 0013 307-04041 285.000 SYS | 47.30000 13480.50| 55.75000 15888.75| PORTLAND CEMENT CONCRETE BASE , | | | UNDERLAYMENT, 9 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 995 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,399,238.90 ROUTE : CALL ORDER : 995 CONTRACT ID : R -25134-A COUNTIES : LAKE LETTING DATE : 08/29/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035122 |(2) 35-0918397 | |GARIUP CONSTRUCTION |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 502-06457 262.000 SYS | 46.70000 12235.40| 57.44000 15049.28| PCCP, 9 IN. | | | 0015 603-03829 187.000 LFT | 40.00000 7480.00| 58.29000 10900.23| FENCE , ORNAMENTAL | | | 0016 604-04740 450.000 SFT | 8.90000 4005.00| 15.95000 7177.50| PAVERS , BITUMINOUS SET | | | 0017 604-04740 1100.000 SFT | 20.80000 22880.00| 23.92000 26312.00| PAVERS , LATICRETE SET | | | 0018 604-04740 40.000 SFT | 13.00000 520.00| 42.61000 1704.40| PAVERS , TACTILE, BITUMINOUS SET | | | 0019 604-04740 24.000 SFT | 24.90000 597.60| 30.36000 728.64| PAVERS , TACTILE, LATICRETE SET | | | 0020 604-91404 6315.000 SYS | 34.10000 215341.50| 38.44000 242748.60| SIDEWALK, CONCRETE, 5 IN. | | | 0021 605-97170 1720.000 LFT | 86.90000 149468.00| 82.43000 141779.60| CURB, PRECAST CONCRETE , 4 FT. SECTION | | | 0022 605-97170 184.000 LFT | 89.90000 16541.60| 135.38000 24909.92| CURB, PRECAST CONCRETE , CORNER SECTION | | | 0023 610-06461 1.000 TON | 24.80000 24.80| 91.57000 91.57| COMPACTED AGGREGATE, O, 73 | | | 0024 611-03668 2.000 EACH| 1930.50000 3861.00| 2712.04000 5424.08| URN | | | 0025 611-03671 7.000 EACH| 982.00000 6874.00| 1036.65000 7256.55| TRASH RECEPTACLE | | | 0026 622-03948 28.000 EACH| 59.60000 1668.80| 146.83000 4111.24| PLANTER DRAIN TUBE | | | 0027 622-04648 59.000 EACH| 1964.20000 115887.80| 1462.55000 86290.45| TREE GRATE AND FRAME | | | 0028 622-05634 58.000 EACH| 58.60000 3398.80| 84.69000 4912.02| PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, OVER 18 | | | TO 24 IN. | | | 0029 622-05638 353.000 EACH| 32.70000 11543.10| 81.39000 28730.67| PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0030 622-05639 60.000 EACH| 61.20000 3672.00| 85.79000 5147.40| PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0031 622-05652 112.000 EACH| 576.20000 64534.40| 960.14000 107535.68| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 3.5 IN. | | | 0032 622-05653 2096.000 EACH| 2.40000 5030.40| 5.21000 10920.16| PLANT, GROUND COVER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 995 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,399,238.90 ROUTE : CALL ORDER : 995 CONTRACT ID : R -25134-A COUNTIES : LAKE LETTING DATE : 08/29/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035122 |(2) 35-0918397 | |GARIUP CONSTRUCTION |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 622-05654 651.000 EACH| 16.30000 10611.30| 16.50000 10741.50| PLANT, PERENNIAL | | | 0034 702-05696 4300.000 SFT | 2.30000 9890.00| 0.94000 4042.00| WATERPROOFING , DAMPPROOFING | | | 0035 702-05696 8600.000 SFT | 0.10000 860.00| 0.35000 3010.00| WATERPROOFING , POLYETHYLENE VAPOR | | | BARRIER, 6 MIL. | | | 0036 702-05696 480.000 SFT | 1.50000 720.00| 4.49000 2155.20| WATERPROOFING , REMOVE | | | 0037 704-04850 174.000 SYS | 125.50000 21837.00| 104.82000 18238.68| CONCRETE , BANDING, 5 IN. | | | 0038 704-04850 49.000 SYS | 157.40000 7712.60| 109.07000 5344.43| CONCRETE , BANDING, 8 IN. | | | 0039 715-01902 3405.000 LFT | 16.60000 56523.00| 17.76000 60472.80| WATER SERVICE LINE, 2 IN. | | | 0040 732-03942 20.000 EACH| 1138.80000 22776.00| 780.87000 15617.40| HYDRANT , YARD, 1 IN. | | | 0041 732-03944 8.000 EACH| 1872.00000 14976.00| 2518.57000 20148.56| BACKFLOW PREVENTER , 2 IN. | | | 0042 732-04985 8.000 EACH| 2641.60000 21132.80| 3189.45000 25515.60| VAULT , METER | | | 0043 732-06673 300.000 SFT | 53.40000 16020.00| 31.93000 9579.00| REPAIR STRUCTURAL SLAB | | | 0044 732-06839 8.000 EACH| 582.40000 4659.20| 109.98000 879.84| TAP , PRESSURE, 2 IN. | | | 0045 801-06775 LUMP| 26172.90000 26172.90| 39189.34000 39189.34| MAINTAINING TRAFFIC | | | 0046 805-02383 500.000 LFT | 11.40000 5700.00| 12.10000 6050.00| CONDUIT, STEEL, GALVANIZED, 2.5 IN. | | | 0047 805-04428 7120.000 LFT | 4.00000 28480.00| 4.18000 29761.60| CABLE DUCT ,1.5 IN. W/ 6-1/C #6 AND 1/C | | | #6 GROUND, 600 V(EPR RHW) | | | 0048 805-90267 405.000 LFT | 13.50000 5467.50| 14.30000 5791.50| CONDUIT, STEEL, GALVANIZED, 3 IN. | | | 0049 807-03951 71.000 EACH| 5486.00000 389506.00| 5801.51000 411907.21| LIGHT POLE, ORNAMENTAL , TWIN ARM TOP | | | MOUNTING | | | 0050 807-04652 2.000 EACH| 2600.00000 5200.00| 2749.53000 5499.06| SERVICE POINT | | | 0051 807-04653 88.000 EACH| 468.00000 41184.00| 494.92000 43552.96| LIGHTING FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 995 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,399,238.90 ROUTE : CALL ORDER : 995 CONTRACT ID : R -25134-A COUNTIES : LAKE LETTING DATE : 08/29/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035122 |(2) 35-0918397 | |GARIUP CONSTRUCTION |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 807-04653 1.000 EACH| 676.00000 676.00| 714.88000 714.88| LIGHTING FOUNDATION , MODIFIED | | | 0053 807-04654 18.000 EACH| 1726.40000 31075.20| 1825.69000 32862.42| LIGHT POLE , ROUND STEEL TAPERED, 30 FT.| | | M.H. | | | 0054 807-04654 49.000 EACH| 312.00000 15288.00| 329.94000 16167.06| LIGHT POLE AND FOUNDATION, REMOVE | | | 0055 807-04866 142.000 EACH| 442.00000 62764.00| 467.42000 66373.64| LUMINAIRE , ORNAMENTAL, METAL HALIDE, | | | VERTICAL MOUNT | | | 0057 807-06796 2.000 EACH| 11232.00000 22464.00| 11877.97000 23755.94| ELECTRIC , ELECTRIC | | | 0058 605-06140 770.000 LFT | 17.30000 13321.00| 21.10000 16247.00| CURB AND GUTTER, CONCRETE | | | 0059 807-04866 18.000 EACH| 260.00000 4680.00| 274.95000 4949.10| LUMINAIRE , METAL HALIDE, HORIZONTAL | | | MOUNT, 400 WATT | | | SECTION TOTALS | $ 1,896,600.00| $ 2,094,382.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,896,600.00| $ 2,094,382.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 997 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,743.53 ROUTE : 234 CALL ORDER : 997 CONTRACT ID : M -25069-A COUNTIES : HANCOCK LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1954982 T C INCORPORATED $ 256,839.75 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 269,433.20 104.9032% 3 35-1057871 SMOCK FANSLER CORPORATION $ 289,286.11 112.6329% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 293,228.42 114.1678% 5 35-1549010 MCALISTER EXCAVATING CO $ 294,692.29 114.7378% 6 35-1151771 CALUMET ASPHALT PAVING CO $ 301,493.09 117.3856% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 316,849.40 123.3646% 8 34-0431080 NORRIS BROTHERS CO $ 321,079.30 125.0115% 9 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 346,065.84 134.7399% ==================================================================================================================================== |(1) 35-1954982 |(2) 35-1917625 |(3) 35-1057871 |T C INCORPORATED |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 2500.00000 15000.00| 1800.00000 10800.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3464.00000 3464.00| 4000.00000 4000.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 3184.00000 3184.00| 13000.00000 13000.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2090.00000 2090.00| 5300.00000 5300.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 3954.00000 3954.00| 5800.00000 5800.00| 11000.00000 11000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 325.000 m2 | 6.00000 1950.00| 9.50000 3087.50| 12.00000 3900.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 40.000 m3 | 52.00000 2080.00| 50.00000 2000.00| 16.00000 640.00 EXCAVATION, COMMON | | | 0008 203-02020 1309.000 m3 | 7.75000 10144.75| 11.00000 14399.00| 12.00000 15708.00 EXCAVATION, UNCLASSIFIED | | | 0009 203-51223 1080.000 m3 | 10.70000 11556.00| 9.00000 9720.00| 16.00000 17280.00 EXCAVATION, WATERWAY | | | 0010 205-02224 106.000 m | 8.00000 848.00| 7.20000 763.20| 10.00000 1060.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 12.000 m | 163.00000 1956.00| 48.00000 576.00| 33.00000 396.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 997 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,743.53 ROUTE : 234 CALL ORDER : 997 CONTRACT ID : M -25069-A COUNTIES : HANCOCK LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1954982 |(2) 35-1917625 |(3) 35-1057871 |T C INCORPORATED |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 60.000 m3 | 20.00000 1200.00| 50.00000 3000.00| 29.00000 1740.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 250.000 m3 | 73.00000 18250.00| 90.00000 22500.00| 106.00000 26500.00 FLOWABLE MORTAR | | | 0014 303-52308 105.000 Mg | 11.50000 1207.50| 25.00000 2625.00| 19.00000 1995.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 66.000 Mg | 80.00000 5280.00| 65.00000 4290.00| 65.00000 4290.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 23.000 Mg | 80.00000 1840.00| 76.00000 1748.00| 71.00000 1633.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 33.000 Mg | 83.70000 2762.10| 69.00000 2277.00| 74.00000 2442.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 88.000 Mg | 64.60000 5684.80| 57.00000 5016.00| 57.00000 5016.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 16.000 Mg | 104.00000 1664.00| 89.00000 1424.00| 92.00000 1472.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 406-05521 352.000 m2 | 0.10000 35.20| 0.05000 17.60| 0.11000 38.72 ASPHALT FOR TACK COAT | | | 0022 616-02320 224.000 m2 | 2.00000 448.00| 2.50000 560.00| 3.00000 672.00 GEOTEXTILES | | | 0023 616-06405 200.000 Mg | 32.20000 6440.00| 27.00000 5400.00| 23.00000 4600.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 509.00000 509.00| 450.00000 450.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06557 10.000 kg | 89.75000 897.50| 105.00000 1050.00| 80.00000 800.00 SEED MIXTURE, T | | | 0026 621-06559 1112.000 m2 | 1.15000 1278.80| 1.00000 1112.00| 1.00000 1112.00 MULCHED SEEDING, R | | | 0027 701-90976 1181.000 kg | 4.00000 4724.00| 2.70000 3188.70| 2.00000 2362.00 REINFORCING STEEL, GRADE 60 | | | 0028 702-51015 73.000 m3 | 245.00000 17885.00| 400.00000 29200.00| 465.00000 33945.00 CONCRETE, B, FOOTINGS | | | 0029 714-03437 62.000 m2 | 470.00000 29140.00| 350.00000 21700.00| 404.00000 25048.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0030 714-05678 17.610 m | 5310.00000 93509.10| 5000.00000 88050.00| 4999.00000 88032.39 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 7800 mm X 2400 mm | | | 0031 801-03290 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 105.00000 210.00 CONSTRUCTION SIGN, C | | | 0032 801-04308 2.000 EACH| 225.00000 450.00| 125.00000 250.00| 85.00000 170.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 997 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,743.53 ROUTE : 234 CALL ORDER : 997 CONTRACT ID : M -25069-A COUNTIES : HANCOCK LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1954982 |(2) 35-1917625 |(3) 35-1057871 |T C INCORPORATED |MILESTONE CONTRACTORS, L.P. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-06605 4.000 EACH| 70.50000 282.00| 70.00000 280.00| 54.00000 216.00 BARRICADE, IIIA | | | 0034 801-06606 4.000 EACH| 95.00000 380.00| 80.00000 320.00| 54.00000 216.00 BARRICADE, IIIB | | | 0035 801-06625 20.000 EACH| 70.50000 1410.00| 100.00000 2000.00| 64.00000 1280.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0036 801-06640 12.000 EACH| 70.50000 846.00| 58.00000 696.00| 48.00000 576.00 CONSTRUCTION SIGN, A | | | 0037 801-06645 2.000 EACH| 30.00000 60.00| 37.00000 74.00| 38.00000 76.00 CONSTRUCTION SIGN, B | | | 0038 801-06775 LUMP| 918.00000 918.00| 200.00000 200.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0039 808-06703 120.000 m | 3.60000 432.00| 1.58000 189.60| 3.00000 360.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0040 808-75245 120.000 m | 3.50000 420.00| 1.58000 189.60| 3.00000 360.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0041 402-05487 30.000 Mg | 82.00000 2460.00| 66.00000 1980.00| 73.00000 2190.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | SECTION TOTALS | $ 256,839.75| $ 269,433.20| $ 289,286.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 256,839.75| $ 269,433.20| $ 289,286.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 997 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,743.53 ROUTE : 234 CALL ORDER : 997 CONTRACT ID : M -25069-A COUNTIES : HANCOCK LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1549010 |(6) 35-1151771 |ROBERTSON, DUNCAN, INC. |MCALISTER EXCAVATING CO |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1500.00000 9000.00| 2120.00000 12720.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| 4120.00000 4120.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 14500.00000 14500.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 5500.00000 5500.00| 1500.00000 1500.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 20000.00000 20000.00| 10000.00000 10000.00| 2900.00000 2900.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 325.000 m2 | 7.00000 2275.00| 7.00000 2275.00| 10.00000 3250.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 40.000 m3 | 20.00000 800.00| 50.00000 2000.00| 42.12000 1684.80 EXCAVATION, COMMON | | | 0008 203-02020 1309.000 m3 | 20.00000 26180.00| 11.00000 14399.00| 24.97000 32685.73 EXCAVATION, UNCLASSIFIED | | | 0009 203-51223 1080.000 m3 | 12.50000 13500.00| 6.00000 6480.00| 19.18000 20714.40 EXCAVATION, WATERWAY | | | 0010 205-02224 106.000 m | 3.00000 318.00| 7.50000 795.00| 7.23000 766.38 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 12.000 m | 20.00000 240.00| 56.00000 672.00| 140.47000 1685.64 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 60.000 m3 | 25.00000 1500.00| 24.00000 1440.00| 59.61000 3576.60 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 250.000 m3 | 90.00000 22500.00| 100.00000 25000.00| 71.20000 17800.00 FLOWABLE MORTAR | | | 0014 303-52308 105.000 Mg | 20.00000 2100.00| 32.00000 3360.00| 25.13000 2638.65 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 66.000 Mg | 67.10000 4428.60| 66.00000 4356.00| 65.00000 4290.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 23.000 Mg | 73.70000 1695.10| 75.00000 1725.00| 69.00000 1587.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 33.000 Mg | 77.00000 2541.00| 77.00000 2541.00| 75.00000 2475.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 88.000 Mg | 59.40000 5227.20| 60.00000 5280.00| 65.00000 5720.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 16.000 Mg | 95.70000 1531.20| 97.00000 1552.00| 75.00000 1200.00 HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 997 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,743.53 ROUTE : 234 CALL ORDER : 997 CONTRACT ID : M -25069-A COUNTIES : HANCOCK LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1549010 |(6) 35-1151771 |ROBERTSON, DUNCAN, INC. |MCALISTER EXCAVATING CO |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 352.000 m2 | 0.11000 38.72| 0.12000 42.24| 0.50000 176.00 ASPHALT FOR TACK COAT | | | 0022 616-02320 224.000 m2 | 4.00000 896.00| 3.25000 728.00| 4.62000 1034.88 GEOTEXTILES | | | 0023 616-06405 200.000 Mg | 20.00000 4000.00| 28.00000 5600.00| 35.62000 7124.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 467.50000 467.50| 550.00000 550.00| 448.78000 448.78 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06557 10.000 kg | 82.50000 825.00| 85.00000 850.00| 79.20000 792.00 SEED MIXTURE, T | | | 0026 621-06559 1112.000 m2 | 1.05000 1167.60| 1.05000 1167.60| 1.00000 1112.00 MULCHED SEEDING, R | | | 0027 701-90976 1181.000 kg | 1.50000 1771.50| 1.45000 1712.45| 3.17000 3743.77 REINFORCING STEEL, GRADE 60 | | | 0028 702-51015 73.000 m3 | 250.00000 18250.00| 400.00000 29200.00| 299.04000 21829.92 CONCRETE, B, FOOTINGS | | | 0029 714-03437 62.000 m2 | 1500.00000 93000.00| 400.00000 24800.00| 415.80000 25779.60 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0030 714-05678 17.610 m | 1600.00000 28176.00| 6100.00000 107421.00| 5257.71000 92588.27 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 7800 mm X 2400 mm | | | 0031 801-03290 2.000 EACH| 110.00000 220.00| 105.00000 210.00| 105.60000 211.20 CONSTRUCTION SIGN, C | | | 0032 801-04308 2.000 EACH| 88.00000 176.00| 135.00000 270.00| 84.48000 168.96 ROAD CLOSURE SIGN ASSEMBLY | | | 0033 801-06605 4.000 EACH| 55.00000 220.00| 75.00000 300.00| 52.80000 211.20 BARRICADE, IIIA | | | 0034 801-06606 4.000 EACH| 55.00000 220.00| 90.00000 360.00| 52.80000 211.20 BARRICADE, IIIB | | | 0035 801-06625 20.000 EACH| 66.00000 1320.00| 105.00000 2100.00| 63.36000 1267.20 DETOUR ROUTE MARKER ASSEMBLY | | | 0036 801-06640 12.000 EACH| 50.00000 600.00| 65.00000 780.00| 47.52000 570.24 CONSTRUCTION SIGN, A | | | 0037 801-06645 2.000 EACH| 40.00000 80.00| 40.00000 80.00| 36.96000 73.92 CONSTRUCTION SIGN, B | | | 0038 801-06775 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 5060.15000 5060.15 MAINTAINING TRAFFIC | | | 0039 808-06703 120.000 m | 3.00000 360.00| 1.65000 198.00| 2.94000 352.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0040 808-75245 120.000 m | 3.00000 360.00| 1.65000 198.00| 2.94000 352.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 997 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,743.53 ROUTE : 234 CALL ORDER : 997 CONTRACT ID : M -25069-A COUNTIES : HANCOCK LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1549010 |(6) 35-1151771 |ROBERTSON, DUNCAN, INC. |MCALISTER EXCAVATING CO |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 402-05487 30.000 Mg | 74.80000 2244.00| 75.00000 2250.00| 69.00000 2070.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | SECTION TOTALS | $ 293,228.42| $ 294,692.29| $ 301,493.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 293,228.42| $ 294,692.29| $ 301,493.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 997 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,743.53 ROUTE : 234 CALL ORDER : 997 CONTRACT ID : M -25069-A COUNTIES : HANCOCK LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 34-0431080 |(9) 35-1619477 |RIETH RILEY CONSTRUCTION |NORRIS BROTHERS CO |BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 2200.00000 13200.00| 1400.00000 8400.00| 1250.00000 7500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4100.00000 4100.00| 4900.00000 4900.00| 3800.00000 3800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 12000.00000 12000.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6300.00000 6300.00| 2500.00000 2500.00| 6200.00000 6200.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 14000.00000 14000.00| 13000.00000 13000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 325.000 m2 | 13.00000 4225.00| 18.00000 5850.00| 11.04000 3588.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 40.000 m3 | 100.00000 4000.00| 27.00000 1080.00| 13.07000 522.80 EXCAVATION, COMMON | | | 0008 203-02020 1309.000 m3 | 18.00000 23562.00| 25.00000 32725.00| 13.73000 17972.57 EXCAVATION, UNCLASSIFIED | | | 0009 203-51223 1080.000 m3 | 19.00000 20520.00| 31.00000 33480.00| 12.42000 13413.60 EXCAVATION, WATERWAY | | | 0010 205-02224 106.000 m | 7.20000 763.20| 7.00000 742.00| 7.85000 832.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 12.000 m | 70.00000 840.00| 45.00000 540.00| 19.75000 237.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 60.000 m3 | 32.00000 1920.00| 28.00000 1680.00| 32.50000 1950.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 250.000 m3 | 89.00000 22250.00| 62.00000 15500.00| 175.00000 43750.00 FLOWABLE MORTAR | | | 0014 303-52308 105.000 Mg | 38.00000 3990.00| 32.00000 3360.00| 17.25000 1811.25 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05468 66.000 Mg | 76.00000 5016.00| 65.00000 4290.00| 70.00000 4620.00 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 23.000 Mg | 73.00000 1679.00| 71.00000 1633.00| 81.00000 1863.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 33.000 Mg | 110.00000 3630.00| 74.00000 2442.00| 73.00000 2409.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 88.000 Mg | 67.00000 5896.00| 57.00000 5016.00| 60.00000 5280.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 16.000 Mg | 110.00000 1760.00| 92.00000 1472.00| 94.00000 1504.00 HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 997 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,743.53 ROUTE : 234 CALL ORDER : 997 CONTRACT ID : M -25069-A COUNTIES : HANCOCK LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 34-0431080 |(9) 35-1619477 |RIETH RILEY CONSTRUCTION |NORRIS BROTHERS CO |BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 352.000 m2 | 1.00000 352.00| 0.15000 52.80| 0.07000 24.64 ASPHALT FOR TACK COAT | | | 0022 616-02320 224.000 m2 | 5.10000 1142.40| 4.00000 896.00| 2.97000 665.28 GEOTEXTILES | | | 0023 616-06405 200.000 Mg | 26.00000 5200.00| 28.00000 5600.00| 21.75000 4350.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 450.00000 450.00| 400.00000 400.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06557 10.000 kg | 79.00000 790.00| 15.00000 150.00| 95.00000 950.00 SEED MIXTURE, T | | | 0026 621-06559 1112.000 m2 | 1.00000 1112.00| 4.00000 4448.00| 1.05000 1167.60 MULCHED SEEDING, R | | | 0027 701-90976 1181.000 kg | 1.80000 2125.80| 4.50000 5314.50| 1.30000 1535.30 REINFORCING STEEL, GRADE 60 | | | 0028 702-51015 73.000 m3 | 370.00000 27010.00| 425.00000 31025.00| 558.90000 40799.70 CONCRETE, B, FOOTINGS | | | 0029 714-03437 62.000 m2 | 480.00000 29760.00| 475.00000 29450.00| 550.00000 34100.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0030 714-05678 17.610 m | 5000.00000 88050.00| 4700.00000 82767.00| 5843.27000 102900.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 7800 mm X 2400 mm | | | 0031 801-03290 2.000 EACH| 110.00000 220.00| 110.00000 220.00| 120.00000 240.00 CONSTRUCTION SIGN, C | | | 0032 801-04308 2.000 EACH| 84.00000 168.00| 145.00000 290.00| 140.00000 280.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0033 801-06605 4.000 EACH| 53.00000 212.00| 75.00000 300.00| 85.00000 340.00 BARRICADE, IIIA | | | 0034 801-06606 4.000 EACH| 53.00000 212.00| 87.00000 348.00| 110.00000 440.00 BARRICADE, IIIB | | | 0035 801-06625 20.000 EACH| 63.00000 1260.00| 110.00000 2200.00| 110.00000 2200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0036 801-06640 12.000 EACH| 47.00000 564.00| 64.00000 768.00| 135.00000 1620.00 CONSTRUCTION SIGN, A | | | 0037 801-06645 2.000 EACH| 37.00000 74.00| 50.00000 100.00| 65.00000 130.00 CONSTRUCTION SIGN, B | | | 0038 801-06775 LUMP| 1400.00000 1400.00| 3500.00000 3500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0039 808-06703 120.000 m | 2.90000 348.00| 2.00000 240.00| 1.75000 210.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0040 808-75245 120.000 m | 2.90000 348.00| 2.00000 240.00| 1.75000 210.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/31/00 PAGE : 997 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,743.53 ROUTE : 234 CALL ORDER : 997 CONTRACT ID : M -25069-A COUNTIES : HANCOCK LETTING DATE : 08/29/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 34-0431080 |(9) 35-1619477 |RIETH RILEY CONSTRUCTION |NORRIS BROTHERS CO |BROWN, L.L. CONSTR. CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 402-05487 30.000 Mg | 80.00000 2400.00| 72.00000 2160.00| 70.00000 2100.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | SECTION TOTALS | $ 316,849.40| $ 321,079.30| $ 346,065.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 316,849.40| $ 321,079.30| $ 346,065.84 ====================================================================================================================================