INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 110 CONTRACT ID : R -23724-A COUNTIES : STARKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/29/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0461550 LARSON-DANIELSON CONSTRUCTION COMPANY, INC. $ 669,366.54 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 777,990.02 116.2278% 3 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 843,119.69 125.9578% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,886.26 ROUTE : U.S. 224 CALL ORDER : 120 CONTRACT ID : R -23891-A COUNTIES : HUNTINGTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/06/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-158-2(C) ST-158-2(C) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 374,321.08 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 374,804.02 100.1290% ==================================================================================================================================== |(1) 35-1139301 |(2) 34-4272670 | |E & B PAVING, INC. |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 201-52370 LUMP| 9600.00000 9600.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0002 202-60821 2942.000 SYS | 4.50000 13239.00| 3.50000 10297.00| SURFACE MILLING, BITUMINOUS | | | 0003 202-74045 26.000 EACH| 18.00000 468.00| 18.00000 468.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0004 202-78515 LUMP| 1700.00000 1700.00| 700.00000 700.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0005 203-02080 0.350 MILE| 120000.00000 42000.00| 150000.00000 52500.00| LINEAR GRADING | | | 0006 205-02224 150.000 LFT | 2.75000 412.50| 2.75000 412.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02229 12.000 LFT | 20.00000 240.00| 20.00000 240.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-02234 1.000 EACH| 70.00000 70.00| 70.00000 70.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 6.000 EACH| 70.00000 420.00| 70.00000 420.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 205-02237 8.000 EACH| 55.00000 440.00| 55.00000 440.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 211-02060 164.000 CYS | 16.00000 2624.00| 10.30000 1689.20| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04056 131.000 TON | 14.25000 1866.75| 30.50000 3995.50| COMPACTED AGGREGATE FOR BASE, 0, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,886.26 ROUTE : U.S. 224 CALL ORDER : 120 CONTRACT ID : R -23891-A COUNTIES : HUNTINGTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 34-4272670 | |E & B PAVING, INC. |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-04095 30.000 TON | 16.50000 495.00| 45.00000 1350.00| COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0014 305-05204 31.400 TON | 74.20000 2329.88| 60.00000 1884.00| HMA FOR PATCHING | | | 0015 305-05206 803.200 TON | 44.00000 35340.80| 32.00000 25702.40| WIDENING WITH HMA | | | 0016 402-05468 331.800 TON | 33.50000 11115.30| 32.00000 10617.60| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05473 355.100 TON | 34.75000 12339.73| 32.00000 11363.20| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0018 402-05477 233.500 TON | 41.20000 9620.20| 32.00000 7472.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05495 306.200 TON | 38.50000 11788.70| 32.00000 9798.40| HMA WEDGE AND LEVEL | | | 0020 408-52461 371.000 SYS | 1.50000 556.50| 1.10000 408.10| BITUMINOUS MATERIAL FOR PRIME COAT | | | 0021 409-04375 3.460 TON | 160.00000 553.60| 250.00000 865.00| BITUMINOUS MATERIAL FOR TACK COAT | | | 0022 604-06070 65.000 SYS | 38.00000 2470.00| 35.00000 2275.00| SIDEWALK, CONCRETE | | | 0023 605-06120 1034.000 LFT | 20.60000 21300.40| 15.00000 15510.00| CURB, CONCRETE | | | 0024 610-05527 595.000 TON | 49.60000 29512.00| 32.00000 19040.00| HMA FOR APPROACHES | | | 0025 615-06490 9.000 EACH| 110.00000 990.00| 155.00000 1395.00| RIGHT OF WAY MARKER | | | 0026 615-06500 1.000 EACH| 275.00000 275.00| 455.00000 455.00| MONUMENT, A | | | 0027 615-06505 1.000 EACH| 390.00000 390.00| 455.00000 455.00| MONUMENT, B | | | 0028 621-06567 10.000 MG | 2.00000 20.00| 2.00000 20.00| WATER | | | 0029 621-06575 3769.000 SYS | 2.60000 9799.40| 2.60000 9799.40| SODDING, NURSERY | | | 0030 715-05149 266.000 LFT | 54.70000 14550.20| 35.00000 9310.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0031 715-05151 371.000 LFT | 56.90000 21109.90| 46.50000 17251.50| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0032 715-05152 124.000 LFT | 62.75000 7781.00| 50.00000 6200.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,886.26 ROUTE : U.S. 224 CALL ORDER : 120 CONTRACT ID : R -23891-A COUNTIES : HUNTINGTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 34-4272670 | |E & B PAVING, INC. |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-13015 20.000 LFT | 58.00000 1160.00| 44.50000 890.00| PIPE, GROUP L, 15 IN. | | | 0034 715-46005 2.000 EACH| 190.00000 380.00| 165.00000 330.00| PIPE END SECTION, 15 IN. | | | 0035 720-44000 8.000 EACH| 265.00000 2120.00| 300.00000 2400.00| CASTING, ADJUST TO GRADE | | | 0036 720-45015 4.000 EACH| 1290.00000 5160.00| 1600.00000 6400.00| INLET, A8 | | | 0037 720-45215 2.000 EACH| 2060.00000 4120.00| 2050.00000 4100.00| CATCH BASIN, A8 | | | 0038 720-45235 4.000 EACH| 1340.00000 5360.00| 1650.00000 6600.00| CATCH BASIN, E7 | | | 0039 720-45260 2.000 EACH| 775.00000 1550.00| 1300.00000 2600.00| PIPE CATCH BASIN, 12 IN. | | | 0040 801-04308 6.000 EACH| 378.00000 2268.00| 378.00000 2268.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06605 13.000 EACH| 122.00000 1586.00| 122.00000 1586.00| BARRICADE, IIIA | | | 0042 801-06606 6.000 EACH| 132.00000 792.00| 132.00000 792.00| BARRICADE, IIIB | | | 0043 801-06640 45.000 EACH| 63.00000 2835.00| 63.00000 2835.00| CONSTRUCTION SIGN, A | | | 0044 801-06645 12.000 EACH| 1.00000 12.00| 1.00000 12.00| CONSTRUCTION SIGN, B | | | 0045 802-02489 258.500 LFT | 6.25000 1615.63| 6.25000 1615.63| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0046 802-76025 89.210 SFT | 14.00000 1248.94| 14.00000 1248.94| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0047 802-76035 82.000 SFT | 14.80000 1213.60| 14.80000 1213.60| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0048 805-01815 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0049 805-01842 1.000 EACH| 600.00000 600.00| 600.00000 600.00| HANDHOLE, SIGNAL | | | 0050 805-02056 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| SPAN AND CATENARY FOR FLASHER | | | 0051 805-06592 20.000 LFT | 10.00000 200.00| 10.00000 200.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,886.26 ROUTE : U.S. 224 CALL ORDER : 120 CONTRACT ID : R -23891-A COUNTIES : HUNTINGTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 34-4272670 | |E & B PAVING, INC. |JOHNSON, S.E. COMPANIES, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-78010 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0053 805-78195 8.000 EACH| 285.00000 2280.00| 285.00000 2280.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0054 805-78420 4.000 EACH| 180.00000 720.00| 180.00000 720.00| DISCONNECT HANGER | | | 0055 805-78445 1.000 EACH| 450.00000 450.00| 450.00000 450.00| SIGNAL SERVICE | | | 0056 805-78467 35.000 LFT | 1.35000 47.25| 1.35000 47.25| SIGNAL CABLE, 3C 8GA. | | | 0057 805-78480 370.000 LFT | 0.70000 259.00| 0.70000 259.00| SIGNAL CABLE, 3C 14GA. | | | 0058 805-78490 435.000 LFT | 0.75000 326.25| 0.95000 413.25| SIGNAL CABLE, 7C 14GA. | | | 0059 805-81032 4.000 EACH| 2400.00000 9600.00| 2400.00000 9600.00| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0060 808-06703 50.000 LFT | 0.30000 15.00| 0.30000 15.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0061 808-06705 115.000 LFT | 1.02000 117.30| 1.02000 117.30| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0062 808-06713 3050.000 LFT | 0.15000 457.50| 0.15000 457.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0063 808-75245 3900.000 LFT | 0.30000 1170.00| 0.30000 1170.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0064 808-75297 175.000 LFT | 2.17000 379.75| 2.17000 379.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0065 900-06790 6.000 MOS | 1000.00000 6000.00| 1700.00000 10200.00| FIELD OFFICE, 300 SQ FT | | | 0066 920-06775 LUMP| 10360.00000 10360.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0067 930-06845 LUMP| 14700.00000 14700.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0068 940-01001 LUMP| 18700.00000 18700.00| 24500.00000 24500.00| MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 374,321.08| $ 374,804.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,321.08| $ 374,804.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 3 CALL ORDER : 130 CONTRACT ID : R -23920-A COUNTIES : DELAWARE LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/26/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2012(008) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 843,427.92 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 856,479.32 101.5474% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,207.78 ROUTE : NHS US 31 CALL ORDER : 140 CONTRACT ID : R -24006-A COUNTIES : HAMILTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/19/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1531(019) 1531(022) 1531(019) OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,559,114.38 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,758,762.87 107.8014% 3 35-1139301 E & B PAVING, INC. $ 3,065,626.97 119.7924% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION COM|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 1797.94000 21575.28| 2843.91000 34126.92| 1900.00000 22800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 50702.22000 50702.22| 54181.85000 54181.85| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 81387.52000 81387.52| 138000.00000 138000.00| 153250.00000 153250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25117.46000 25117.46| 55200.00000 55200.00| 23000.00000 23000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2928.000 m2 | 7.60000 22252.80| 5.66000 16572.48| 7.65000 22399.20 PAVEMENT, REMOVE | | | 0006 202-02241 524.000 m | 5.32000 2787.68| 2.54000 1330.96| 5.75000 3013.00 GUARDRAIL, REMOVE | | | 0007 202-02278 134.000 m | 12.67000 1697.78| 25.79000 3455.86| 25.37000 3399.58 CURB, CONCRETE, REMOVE | | | 0008 202-60820 3920.000 m2 | 2.95000 11564.00| 2.95000 11564.00| 6.50000 25480.00 SURFACE MILLING, ASPHALT | | | 0009 202-60822 72.200 m2 | 9.69000 699.62| 4.31000 311.18| 13.50000 974.70 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-74045 32.000 EACH| 60.31000 1929.92| 7.92000 253.44| 57.32000 1834.24 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-78515 LUMP| 3618.02000 3618.02| 3552.50000 3552.50| 3439.46000 3439.46 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 203-02000 7493.000 m3 | 10.41000 78002.13| 17.78000 133225.54| 15.35000 115017.55 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,207.78 ROUTE : NHS US 31 CALL ORDER : 140 CONTRACT ID : R -24006-A COUNTIES : HAMILTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION COM|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02070 9940.000 m3 | 9.58000 95225.20| 9.94000 98803.60| 10.91000 108445.40 BORROW | | | 0014 203-92634 113.000 m3 | 58.72000 6635.36| 50.99000 5761.87| 59.00000 6667.00 BACKFILL, ROCK | | | 0015 205-02224 2333.000 m | 5.52000 12878.16| 5.33000 12434.89| 5.25000 12248.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0016 205-02229 889.000 m | 7.94000 7058.66| 7.76000 6898.64| 7.55000 6711.95 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 10.000 EACH| 42.08000 420.80| 40.60000 406.00| 40.00000 400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 12.000 EACH| 63.12000 757.44| 60.90000 730.80| 60.00000 720.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02770 5667.000 m2 | 1.58000 8953.86| 1.52000 8613.84| 1.50000 8500.50 EROSION CONTROL BLANKET | | | 0020 211-02050 3101.000 m3 | 13.27000 41150.27| 20.51000 63601.51| 21.00000 65121.00 B BORROW | | | 0021 211-02060 57.000 m3 | 14.36000 818.52| 17.55000 1000.35| 37.00000 2109.00 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-52308 3127.000 Mg | 15.80000 49406.60| 18.00000 56286.00| 20.00000 62540.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 303-60900 2949.000 Mg | 15.80000 46594.20| 18.00000 53082.00| 20.00000 58980.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0024 305-97019 19695.000 m2 | 1.77000 34860.15| 1.89000 37223.55| 2.45000 48252.75 RUBBLIZED PAVEMENT | | | 0025 401-05437 22145.000 Mg | 28.91000 640211.95| 28.00000 620060.00| 37.00000 819365.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 8545.000 Mg | 30.89000 263955.05| 33.00000 281985.00| 37.00000 316165.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 4029.000 Mg | 40.23000 162086.67| 45.00000 181305.00| 42.00000 169218.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 401-05459 4318.000 Mg | 29.61000 127855.98| 28.00000 120904.00| 37.00000 159766.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0029 401-05463 1292.000 Mg | 33.51000 43294.92| 33.00000 42636.00| 37.00000 47804.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0030 401-05464 1435.000 Mg | 41.49000 59538.15| 45.00000 64575.00| 42.00000 60270.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0031 401-05467 5065.000 m | 0.79000 4001.35| 1.28000 6483.20| 1.35000 6837.75 MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,207.78 ROUTE : NHS US 31 CALL ORDER : 140 CONTRACT ID : R -24006-A COUNTIES : HAMILTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION COM|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 402-05470 1859.000 Mg | 26.14000 48594.26| 26.00000 48334.00| 35.00000 65065.00 HMA BASE C25.0 mm, MAINLINE | | | 0033 402-05487 451.000 Mg | 28.78000 12979.78| 28.50000 12853.50| 25.00000 11275.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0034 405-05517 22.225 Mg | 317.77000 7062.44| 280.00000 6223.00| 285.00000 6334.13 ASPHALT FOR PRIME COAT | | | 0035 406-05520 58.330 Mg | 162.34000 9469.29| 150.00000 8749.50| 210.00000 12249.30 ASPHALT FOR TACK COAT | | | 0036 501-02400 LUMP| 3595.04000 3595.04| 3058.02000 3058.02| 6500.00000 6500.00 PROFILOGRAPH | | | 0037 601-01522 3.000 EACH| 1162.36000 3487.08| 1090.11000 3270.33| 1150.00000 3450.00 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-05999 1.000 EACH| 36.82000 36.82| 29.94000 29.94| 35.00000 35.00 CURVED TERMINAL END | | | 0039 601-06035 64.000 m | 34.92000 2234.88| 34.51000 2208.64| 29.00000 1856.00 GUARDRAIL, RESET | | | 0040 601-94689 2.000 EACH| 3297.75000 6595.50| 3002.37000 6004.74| 3150.00000 6300.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-97774 2.000 EACH| 2209.02000 4418.04| 1953.88000 3907.76| 2150.00000 4300.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0042 601-99105 462.900 m | 31.24000 14461.00| 33.50000 15507.15| 30.00000 13887.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 603-06045 50.000 m | 27.56000 1378.00| 34.51000 1725.50| 51.00000 2550.00 FENCE, CHAIN LINK, 1220 mm | | | 0044 605-52807 113.900 m | 73.52000 8373.93| 72.77000 8288.50| 81.00000 9225.90 CURB AND GUTTER, COMBINED | | | 0045 610-05527 863.000 Mg | 43.68000 37695.84| 57.00000 49191.00| 25.00000 21575.00 HMA FOR APPROACHES | | | 0046 615-06490 18.000 EACH| 106.24000 1912.32| 93.38000 1680.84| 125.00000 2250.00 RIGHT OF WAY MARKER | | | 0047 615-06505 7.000 EACH| 331.35000 2319.45| 380.63000 2664.41| 380.00000 2660.00 MONUMENT, B | | | 0048 615-06510 2.000 EACH| 368.17000 736.34| 340.03000 680.06| 350.00000 700.00 MONUMENT, C | | | 0049 616-02320 430.800 m2 | 3.48000 1499.18| 2.57000 1107.16| 2.70000 1163.16 GEOTEXTILES | | | 0050 616-06395 349.800 m2 | 27.50000 9619.50| 25.41000 8888.42| 29.00000 10144.20 RIPRAP | | | 0051 621-01004 4.000 EACH| 788.94000 3155.76| 761.25000 3045.00| 750.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,207.78 ROUTE : NHS US 31 CALL ORDER : 140 CONTRACT ID : R -24006-A COUNTIES : HAMILTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION COM|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-06545 1.100 Mg | 557.52000 613.27| 537.95000 591.75| 530.00000 583.00 FERTILIZER | | | 0053 621-06548 10.440 kg | 46.28000 483.16| 44.66000 466.25| 44.00000 459.36 SEED MIXTURE, CV | | | 0054 621-06554 1770.000 kg | 8.36000 14797.20| 8.07000 14283.90| 7.95000 14071.50 SEED MIXTURE, U | | | 0055 621-06565 5.300 Mg | 429.18000 2274.65| 414.12000 2194.84| 408.00000 2162.40 MULCHING MATERIAL | | | 0056 621-06567 22.900 kL | 1.05000 24.05| 1.01000 23.13| 1.00000 22.90 WATER | | | 0057 621-06574 514.000 m2 | 3.16000 1624.24| 3.05000 1567.70| 3.00000 1542.00 SODDING | | | 0058 621-06575 750.000 m2 | 3.16000 2370.00| 3.05000 2287.50| 3.00000 2250.00 SODDING, NURSERY | | | 0059 715-05019 27.000 m | 128.78000 3477.06| 192.15000 5188.05| 223.00000 6021.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0060 715-05048 755.300 m | 7.94000 5997.08| 7.66000 5785.60| 16.50000 12462.45 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0061 715-05169 30.000 m | 70.95000 2128.50| 132.92000 3987.60| 126.00000 3780.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05756 14.000 m | 85.90000 1202.60| 126.22000 1767.08| 238.00000 3332.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0063 715-46005 2.000 EACH| 247.70000 495.40| 360.79000 721.58| 300.00000 600.00 PIPE END SECTION, 375 mm | | | 0064 715-46040 2.000 EACH| 696.28000 1392.56| 859.52000 1719.04| 630.00000 1260.00 PIPE END SECTION, 900 mm | | | 0065 715-91361 88.000 m | 29.35000 2582.80| 28.32000 2492.16| 30.00000 2640.00 PIPE, PVC, 150 mm | | | 0066 718-52610 145.200 m3 | 29.45000 4276.14| 28.42000 4126.58| 45.00000 6534.00 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 2228.100 m2 | 1.42000 3163.90| 1.37000 3052.50| 2.10000 4679.01 GEOTEXTILES FOR UNDERDRAIN | | | 0068 719-94646 13.000 EACH| 657.45000 8546.85| 634.38000 8246.94| 710.00000 9230.00 OUTLET PROTECTOR | | | 0069 730-97559 1.000 EACH| 3899.50000 3899.50| 4899.77000 4899.77| 3615.00000 3615.00 GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0070 801-03290 10.000 EACH| 115.71000 1157.10| 109.06000 1090.60| 110.00000 1100.00 CONSTRUCTION SIGN, C | | | 0071 801-04308 9.000 EACH| 184.08000 1656.72| 173.51000 1561.59| 175.00000 1575.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-04627 90.000 DAY | 335.75000 30217.50| 371.80000 33462.00| 375.00000 33750.00 WATCHMAN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,207.78 ROUTE : NHS US 31 CALL ORDER : 140 CONTRACT ID : R -24006-A COUNTIES : HAMILTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION COM|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-04944 2.000 EACH| 32162.67000 64325.34| 30450.00000 60900.00| 30575.40000 61150.80 HIGHWAY ADVISORY RADIO STATION | | | 0074 801-06049 2927.000 m | 1.14000 3336.78| 1.08000 3161.16| 1.08000 3161.16 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0075 801-06606 22.000 EACH| 84.15000 1851.30| 79.32000 1745.04| 80.00000 1760.00 BARRICADE, IIIB | | | 0076 801-06625 18.000 EACH| 89.41000 1609.38| 84.28000 1517.04| 85.00000 1530.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 76.000 EACH| 73.63000 5595.88| 69.41000 5275.16| 70.00000 5320.00 CONSTRUCTION SIGN, A | | | 0078 801-06643 960.000 m | 3.53000 3388.80| 2.97000 2851.20| 4.65000 4464.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0079 801-06644 3320.000 m | 3.53000 11719.60| 2.97000 9860.40| 4.65000 15438.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0080 801-06645 25.000 EACH| 36.82000 920.50| 34.70000 867.50| 35.00000 875.00 CONSTRUCTION SIGN, B | | | 0081 801-06647 592.000 m | 1.14000 674.88| 1.08000 639.36| 1.08000 639.36 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0082 801-06710 660.000 DAY | 16.83000 11107.80| 15.86000 10467.60| 16.00000 10560.00 FLASHING ARROW SIGN | | | 0083 801-06775 LUMP| 34934.06000 34934.06| 35248.97000 35248.97| 85000.00000 85000.00 MAINTAINING TRAFFIC | | | 0084 801-09133 1.000 EACH| 7889.35000 7889.35| 7436.10000 7436.10| 7500.00000 7500.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0085 801-95997 3836.000 m | 0.16000 613.76| 0.15000 575.40| 0.15000 575.40 TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 100 mm | | | 0086 801-96000 2222.000 m | 0.16000 355.52| 0.15000 333.30| 0.15000 333.30 TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 100 mm | | | 0087 801-97643 303.200 m | 14.67000 4447.94| 13.83000 4193.26| 13.95000 4229.64 TEMPORARY BUZZ STRIPS | | | 0088 801-98510 5.000 EACH| 36.82000 184.10| 34.70000 173.50| 35.00000 175.00 TEMPORARY PAINT, LANE INDICATION ARROWS | | | 0089 801-98523 37.000 m | 6.84000 253.08| 6.45000 238.65| 6.50000 240.50 TEMPORARY PAINT, STOP LINE, 600 mm | | | 0090 802-02293 6.410 m3 | 414.78000 2658.74| 456.75000 2927.77| 394.30000 2527.46 CONCRETE, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,207.78 ROUTE : NHS US 31 CALL ORDER : 140 CONTRACT ID : R -24006-A COUNTIES : HAMILTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION COM|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 802-02489 150.080 m | 41.60000 6243.33| 27.20000 4082.18| 39.54000 5934.16 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0092 802-76015 61.500 m2 | 274.48000 16880.52| 175.80000 10811.70| 260.92000 16046.58 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0093 802-76025 5.560 m2 | 265.53000 1476.35| 144.54000 803.64| 252.41000 1403.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0094 802-76035 34.600 m2 | 202.48000 7005.81| 156.92000 5429.43| 192.48000 6659.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0095 802-76095 2382.000 kg | 4.11000 9790.02| 3.30000 7860.60| 3.90000 9289.80 STRUCTURAL STEEL, BREAKAWAY | | | 0096 804-06770 17.000 EACH| 18.93000 321.81| 16.44000 279.48| 15.00000 255.00 DELINEATOR POST | | | 0097 805-01583 138.000 m | 24.69000 3407.22| 19.79000 2731.02| 23.46000 3237.48 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | NON PAVED, 50 mm | | | 0098 805-01584 18.000 m | 15.43000 277.74| 35.53000 639.54| 14.67000 264.06 CONDUIT, STEEL, GALVANIZED, 1 RACEWAY, | | | PAVED, 50 mm | | | 0099 805-01815 4.000 EACH| 1663.96000 6655.84| 1776.25000 7105.00| 1581.84000 6327.36 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0100 805-01842 9.000 EACH| 523.72000 4713.48| 659.75000 5937.75| 497.87000 4480.83 HANDHOLE, SIGNAL | | | 0101 805-01844 697.000 m | 41.14000 28674.58| 33.50000 23349.50| 39.11000 27259.67 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0102 805-02087 LUMP| 1206.01000 1206.01| 1015.00000 1015.00| 1146.49000 1146.49 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0103 805-02441 708.000 m | 2.50000 1770.00| 1.02000 722.16| 2.38000 1685.04 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0104 805-02503 2132.000 m | 2.50000 5330.00| 1.02000 2174.64| 2.38000 5074.16 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0105 805-04980 4.000 EACH| 2488.60000 9954.40| 832.30000 3329.20| 2365.78000 9463.12 FLASHING BEACON | | | 0106 805-05594 60.000 m | 1.42000 85.20| 8.22000 493.20| 1.35000 81.00 COMMUNICATION CABLE, VOICE GRADE | | | 0107 805-06592 120.000 m | 41.14000 4936.80| 33.50000 4020.00| 39.11000 4693.20 CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,207.78 ROUTE : NHS US 31 CALL ORDER : 140 CONTRACT ID : R -24006-A COUNTIES : HAMILTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION COM|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 805-78100 1.000 EACH| 7159.71000 7159.71| 8221.50000 8221.50| 6806.37000 6806.37 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0109 805-78205 7.000 EACH| 344.76000 2413.32| 426.30000 2984.10| 327.75000 2294.25 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0110 805-78215 4.000 EACH| 344.77000 1379.08| 436.45000 1745.80| 327.75000 1311.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0111 805-78230 4.000 EACH| 590.69000 2362.76| 659.75000 2639.00| 561.54000 2246.16 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0112 805-78415 5.000 EACH| 1953.23000 9766.15| 1979.25000 9896.25| 1856.84000 9284.20 SPAN, CATENARY, AND TETHER | | | 0113 805-78420 3.000 EACH| 204.93000 614.79| 304.50000 913.50| 194.82000 584.46 DISCONNECT HANGER | | | 0114 805-78445 1.000 EACH| 356.91000 356.91| 406.00000 406.00| 339.30000 339.30 SIGNAL SERVICE | | | 0115 805-78467 75.000 m | 6.68000 501.00| 4.57000 342.75| 6.35000 476.25 SIGNAL CABLE, 3C 8GA. | | | 0116 805-78485 356.000 m | 3.73000 1327.88| 3.05000 1085.80| 3.55000 1263.80 SIGNAL CABLE, 5C 14GA. | | | 0117 805-78490 421.000 m | 3.97000 1671.37| 3.65000 1536.65| 3.77000 1587.17 SIGNAL CABLE, 7C 14GA. | | | 0118 805-78510 4009.000 m | 3.04000 12187.36| 2.94000 11786.46| 2.89000 11586.01 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0119 805-78785 21.000 EACH| 379.08000 7960.68| 355.25000 7460.25| 360.37000 7567.77 SIGNAL DETECTOR HOUSING | | | 0120 805-78795 892.200 m | 17.95000 16014.99| 31.46000 28068.61| 17.06000 15220.93 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0121 805-78925 1.000 EACH| 578.72000 578.72| 507.50000 507.50| 550.16000 550.16 CONTROLLER CABINET FOUNDATION, P1 | | | 0122 805-81060 4.000 EACH| 3097.78000 12391.12| 3197.25000 12789.00| 2944.90000 11779.60 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0123 805-86920 16.000 EACH| 7.26000 116.16| 32.07000 513.12| 6.90000 110.40 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0124 805-86930 11.000 EACH| 5.99000 65.89| 32.07000 352.77| 5.69000 62.59 INSULATING LINK, NOT WATERPROOFED | | | 0125 805-98335 489.000 m | 18.69000 9139.41| 11.17000 5462.13| 17.77000 8689.53 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,207.78 ROUTE : NHS US 31 CALL ORDER : 140 CONTRACT ID : R -24006-A COUNTIES : HAMILTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION COM|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 805-98336 28.000 m | 18.81000 526.68| 12.69000 355.32| 17.88000 500.64 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0127 807-02603 5.000 EACH| 637.71000 3188.55| 761.25000 3806.25| 606.24000 3031.20 LIGHT STANDARD, RELOCATE | | | 0128 807-04653 5.000 EACH| 636.58000 3182.90| 659.75000 3298.75| 605.16000 3025.80 LIGHTING FOUNDATION | | | 0129 807-86910 5.000 EACH| 18.81000 94.05| 35.02000 175.10| 17.88000 89.40 CONNECTOR KIT, UNFUSED | | | 0130 807-86915 5.000 EACH| 19.39000 96.95| 37.66000 188.30| 18.43000 92.15 CONNECTOR KIT, FUSED | | | 0131 808-01045 132.000 m | 0.79000 104.28| 0.76000 100.32| 1.15000 151.80 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0132 808-06701 1058.000 m | 0.79000 835.82| 0.76000 804.08| 0.85000 899.30 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0133 808-06703 7344.490 m | 0.79000 5802.15| 0.76000 5581.81| 0.85000 6242.82 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0134 808-06705 171.000 m | 2.10000 359.10| 2.03000 347.13| 2.60000 444.60 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0135 808-06716 80.000 m | 1.89000 151.20| 1.79000 143.20| 1.80000 144.00 LINE, REMOVE | | | 0136 808-75245 2907.000 m | 0.79000 2296.53| 0.76000 2209.32| 0.85000 2470.95 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0137 808-75297 137.100 m | 12.62000 1730.20| 12.18000 1669.88| 9.85000 1350.44 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0138 808-75320 35.000 EACH| 52.60000 1841.00| 50.75000 1776.25| 52.00000 1820.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0139 808-75325 24.000 EACH| 73.63000 1767.12| 71.05000 1705.20| 60.00000 1440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0140 808-75996 102.000 EACH| 11.57000 1180.14| 30.45000 3105.90| 5.40000 550.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0141 808-75998 193.000 EACH| 32.14000 6203.02| 31.01000 5984.93| 35.00000 6755.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,020,207.78 ROUTE : NHS US 31 CALL ORDER : 140 CONTRACT ID : R -24006-A COUNTIES : HAMILTON LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1139301 |RIETH RILEY CONSTRUCTION COM|MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 808-98796 138.000 m | 0.79000 109.02| 0.76000 104.88| 1.15000 158.70 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 2,559,114.38| $ 2,758,762.87| $ 3,065,626.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,559,114.38| $ 2,758,762.87| $ 3,065,626.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2964(003) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 280,098.09 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 293,983.08 104.9571% 3 35-1068009 DYER CONSTRUCTION COMPANY, INC. $ 304,123.01 108.5773% 4 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 318,524.55 113.7189% 5 35-1212938 ATLAS EXCAVATING, INC. $ 337,767.58 120.5890% 6 25-1205334 FOSTER, J.M., INC. $ 350,194.00 125.0254% 7 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 375,479.48 134.0528% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1523985 |(3) 35-1068009 |BUCKO CONSTRUCTION COMPANY, |WIRTZ & YATES, INC. |DYER CONSTRUCTION COMPANY, I 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 | 1200.00000 7200.00| 1200.00000 7200.00| 1750.00000 10500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 18100.00000 18100.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 14000.00000 14000.00| 12500.00000 12500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16000.00000 16000.00| 5000.00000 5000.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 102.000 m2 | 22.00000 2244.00| 17.95000 1830.90| 25.00000 2550.00 PAVEMENT, REMOVE | | | 0006 202-02241 15.000 m | 43.00000 645.00| 39.00000 585.00| 15.00000 225.00 GUARDRAIL, REMOVE | | | 0007 202-03576 18.000 m | 11.40000 205.20| 700.00000 12600.00| 560.00000 10080.00 CULVERT, CONCRETE, REMOVE | | | 0008 202-60820 3540.000 m2 | 1.75000 6195.00| 2.20000 7788.00| 3.00000 10620.00 SURFACE MILLING, ASPHALT | | | 0009 202-96133 12.000 m | 11.40000 136.80| 32.50000 390.00| 258.00000 3096.00 PIPE, REMOVE | | | 0010 203-02000 4680.000 m3 | 12.00000 56160.00| 10.47000 48999.60| 11.70000 54756.00 EXCAVATION, COMMON | | | 0011 203-51223 234.240 m3 | 12.00000 2810.88| 10.45000 2447.81| 19.50000 4567.68 EXCAVATION, WATERWAY | | | 0012 205-02229 80.000 m | 9.50000 760.00| 13.00000 1040.00| 11.00000 880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1523985 |(3) 35-1068009 |BUCKO CONSTRUCTION COMPANY, |WIRTZ & YATES, INC. |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02234 1.000 EACH| 125.00000 125.00| 200.00000 200.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 211-02060 384.600 m3 | 17.00000 6538.20| 35.00000 13461.00| 30.00000 11538.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 358.520 Mg | 18.20000 6525.06| 17.00000 6094.84| 16.50000 5915.58 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05468 43.200 Mg | 44.25000 1911.60| 67.00000 2894.40| 63.00000 2721.60 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 339.817 Mg | 36.00000 12233.41| 40.32000 13701.43| 37.80000 12845.08 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 272.041 Mg | 42.00000 11425.72| 46.00000 12513.89| 42.00000 11425.72 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 433.980 Mg | 34.90000 15145.90| 43.68000 18956.25| 41.00000 17793.18 HMA BASE 25.0 mm, SHOULDER | | | 0020 405-05518 109.400 m2 | 5.50000 601.70| 2.00000 218.80| 1.90000 207.86 ASPHALT FOR PRIME COAT | | | 0021 406-05520 1.790 Mg | 675.00000 1208.25| 300.00000 537.00| 262.50000 469.88 ASPHALT FOR TACK COAT | | | 0022 407-04348 1607.326 m2 | 2.50000 4018.32| 3.00000 4821.98| 2.85000 4580.88 SEAL COAT, 2 | | | 0023 601-02636 22.860 m | 41.00000 937.26| 64.00000 1463.04| 70.00000 1600.20 GUARDRAIL, W BEAM, NESTED | | | 0024 601-94689 4.000 EACH| 2980.00000 11920.00| 3700.00000 14800.00| 3350.00000 13400.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 1925.00000 1925.00| 2520.00000 2520.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 146.955 m | 37.00000 5437.34| 36.00000 5290.38| 34.62000 5087.58 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-05527 32.840 Mg | 70.00000 2298.80| 47.00000 1543.48| 42.00000 1379.28 HMA FOR APPROACHES | | | 0028 611-06497 1.000 EACH| 90.00000 90.00| 500.00000 500.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 11.000 EACH| 94.00000 1034.00| 125.00000 1375.00| 200.00000 2200.00 RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 320.00000 640.00| 400.00000 800.00| 420.00000 840.00 MONUMENT, B | | | 0031 615-06530 1.000 EACH| 440.00000 440.00| 500.00000 500.00| 525.00000 525.00 POST, BENCHMARK | | | 0032 616-02320 320.000 m2 | 2.40000 768.00| 4.00000 1280.00| 2.25000 720.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1523985 |(3) 35-1068009 |BUCKO CONSTRUCTION COMPANY, |WIRTZ & YATES, INC. |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-06405 162.000 Mg | 28.50000 4617.00| 22.10000 3580.20| 27.50000 4455.00 RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| 840.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 7601.694 m2 | 0.48000 3648.81| 0.54000 4104.92| 0.60000 4561.02 MULCHED SEEDING, R | | | 0036 621-06567 3192.000 kL | 0.55000 1755.60| 0.60000 1915.20| 0.60000 1915.20 WATER | | | 0037 621-06574 435.760 m2 | 5.00000 2178.80| 6.00000 2614.56| 6.00000 2614.56 SODDING | | | 0038 622-52436 2.000 EACH| 25.00000 50.00| 30.00000 60.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 35.000 EACH| 15.00000 525.00| 20.00000 700.00| 20.00000 700.00 SEEDLING | | | 0040 714-26727 18.000 m | 2620.00000 47160.00| 2944.45000 53000.10| 3042.00000 54756.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 3000 mm | | | 0041 715-05021 10.000 m | 70.00000 700.00| 40.00000 400.00| 82.00000 820.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46005 2.000 EACH| 390.00000 780.00| 150.00000 300.00| 350.00000 700.00 PIPE END SECTION, 375 mm | | | 0043 801-06606 12.000 EACH| 100.00000 1200.00| 120.00000 1440.00| 70.00000 840.00 BARRICADE, IIIB | | | 0044 801-06625 14.000 EACH| 65.00000 910.00| 100.00000 1400.00| 72.00000 1008.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 18.000 EACH| 83.00000 1494.00| 110.00000 1980.00| 83.00000 1494.00 CONSTRUCTION SIGN, A | | | 0046 802-76025 0.312 m2 | 445.00000 138.84| 500.00000 156.00| 400.00000 124.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0047 802-76035 1.350 m2 | 155.00000 209.25| 180.00000 243.00| 300.00000 405.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0048 802-76065 7.690 m | 20.00000 153.80| 30.00000 230.70| 75.00000 576.75 SIGN POST, B | | | 0049 808-06713 1008.000 m | 0.60000 604.80| 1.20000 1209.60| 1.02000 1028.16 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-75240 126.000 m | 1.70000 214.20| 8.50000 1071.00| 7.75000 976.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1523985 |(3) 35-1068009 |BUCKO CONSTRUCTION COMPANY, |WIRTZ & YATES, INC. |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-75996 43.000 EACH| 6.00000 258.00| 15.00000 645.00| 30.00000 1290.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 43.000 EACH| 35.25000 1515.75| 80.00000 3440.00| 50.00000 2150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 801-04308 8.000 EACH| 185.00000 1480.00| 500.00000 4000.00| 275.00000 2200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 808-75245 14.000 m | 1.70000 23.80| 10.00000 140.00| 7.75000 108.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 280,098.09| $ 293,983.08| $ 304,123.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 280,098.09| $ 293,983.08| $ 304,123.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 |(6) 25-1205334 |LAPORTE CONSTRUCTION COMPANY|ATLAS EXCAVATING, INC. |FOSTER, J.M., 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 | 1419.48000 8516.88| 600.00000 3600.00| 1126.38000 6758.28 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7386.38000 7386.38| 3300.00000 3300.00| 2720.00000 2720.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16654.94000 16654.94| 20000.00000 20000.00| 17678.00000 17678.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2606.42000 2606.42| 10000.00000 10000.00| 16612.26000 16612.26 CLEARING RIGHT OF WAY | | | 0005 202-02240 102.000 m2 | 21.24000 2166.48| 16.00000 1632.00| 12.85000 1310.70 PAVEMENT, REMOVE | | | 0006 202-02241 15.000 m | 43.75000 656.25| 8.30000 124.50| 59.17000 887.55 GUARDRAIL, REMOVE | | | 0007 202-03576 18.000 m | 817.24000 14710.32| 350.00000 6300.00| 959.57000 17272.26 CULVERT, CONCRETE, REMOVE | | | 0008 202-60820 3540.000 m2 | 4.18000 14797.20| 2.00000 7080.00| 3.99000 14124.60 SURFACE MILLING, ASPHALT | | | 0009 202-96133 12.000 m | 93.64000 1123.68| 200.00000 2400.00| 53.47000 641.64 PIPE, REMOVE | | | 0010 203-02000 4680.000 m3 | 15.29000 71557.20| 9.50000 44460.00| 19.41000 90838.80 EXCAVATION, COMMON | | | 0011 203-51223 234.240 m3 | 9.23000 2162.04| 12.50000 2928.00| 40.53000 9493.75 EXCAVATION, WATERWAY | | | 0012 205-02229 80.000 m | 10.50000 840.00| 6.50000 520.00| 10.50000 840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 1.000 EACH| 95.00000 95.00| 125.00000 125.00| 95.00000 95.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 211-02060 384.600 m3 | 44.16000 16983.94| 35.00000 13461.00| 44.28000 17030.09 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 358.520 Mg | 21.92000 7858.76| 16.00000 5736.32| 26.72000 9579.65 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05468 43.200 Mg | 60.00000 2592.00| 62.00000 2678.40| 60.00000 2592.00 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 339.817 Mg | 36.00000 12233.41| 50.00000 16990.85| 36.00000 12233.41 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 272.041 Mg | 40.00000 10881.64| 52.00000 14146.13| 40.00000 10881.64 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 433.980 Mg | 39.00000 16925.22| 65.00000 28208.70| 39.00000 16925.22 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 |(6) 25-1205334 |LAPORTE CONSTRUCTION COMPANY|ATLAS EXCAVATING, INC. |FOSTER, J.M., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 405-05518 109.400 m2 | 1.80000 196.92| 0.85000 92.99| 1.80000 196.92 ASPHALT FOR PRIME COAT | | | 0021 406-05520 1.790 Mg | 250.00000 447.50| 440.00000 787.60| 250.00000 447.50 ASPHALT FOR TACK COAT | | | 0022 407-04348 1607.326 m2 | 2.70000 4339.78| 5.10000 8197.36| 2.70000 4339.78 SEAL COAT, 2 | | | 0023 601-02636 22.860 m | 54.00000 1234.44| 43.00000 982.98| 54.00000 1234.44 GUARDRAIL, W BEAM, NESTED | | | 0024 601-94689 4.000 EACH| 3315.00000 13260.00| 3150.00000 12600.00| 3315.00000 13260.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 2250.00000 2250.00| 2420.00000 2420.00| 2250.00000 2250.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 146.955 m | 32.05000 4709.91| 38.00000 5584.29| 32.05000 4709.91 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-05527 32.840 Mg | 40.00000 1313.60| 105.00000 3448.20| 40.00000 1313.60 HMA FOR APPROACHES | | | 0028 611-06497 1.000 EACH| 170.00000 170.00| 95.00000 95.00| 170.00000 170.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 11.000 EACH| 107.00000 1177.00| 100.00000 1100.00| 107.00000 1177.00 RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 320.00000 640.00| 335.00000 670.00| 320.00000 640.00 MONUMENT, B | | | 0031 615-06530 1.000 EACH| 440.00000 440.00| 520.00000 520.00| 440.00000 440.00 POST, BENCHMARK | | | 0032 616-02320 320.000 m2 | 3.46000 1107.20| 4.20000 1344.00| 3.19000 1020.80 GEOTEXTILES | | | 0033 616-06405 162.000 Mg | 26.70000 4325.40| 23.00000 3726.00| 35.04000 5676.48 RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 800.00000 800.00| 830.00000 830.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 7601.694 m2 | 0.48000 3648.81| 0.60000 4561.02| 0.48000 3648.81 MULCHED SEEDING, R | | | 0036 621-06567 3192.000 kL | 0.55000 1755.60| 0.60000 1915.20| 0.55000 1755.60 WATER | | | 0037 621-06574 435.760 m2 | 7.47000 3255.13| 5.20000 2265.95| 5.00000 2178.80 SODDING | | | 0038 622-52436 2.000 EACH| 25.00000 50.00| 26.00000 52.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 35.000 EACH| 15.00000 525.00| 16.00000 560.00| 15.00000 525.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 |(6) 25-1205334 |LAPORTE CONSTRUCTION COMPANY|ATLAS EXCAVATING, INC. |FOSTER, J.M., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 714-26727 18.000 m | 2800.76000 50413.68| 5050.00000 90900.00| 2463.83000 44348.94 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 3000 mm | | | 0041 715-05021 10.000 m | 141.43000 1414.30| 150.00000 1500.00| 105.42000 1054.20 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46005 2.000 EACH| 379.24000 758.48| 200.00000 400.00| 269.08000 538.16 PIPE END SECTION, 375 mm | | | 0043 801-06606 12.000 EACH| 100.00000 1200.00| 110.00000 1320.00| 66.00000 792.00 BARRICADE, IIIB | | | 0044 801-06625 14.000 EACH| 65.00000 910.00| 75.00000 1050.00| 69.00000 966.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 18.000 EACH| 83.00000 1494.00| 100.00000 1800.00| 79.00000 1422.00 CONSTRUCTION SIGN, A | | | 0046 802-76025 0.312 m2 | 442.15000 137.95| 340.00000 106.08| 445.00000 138.84 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0047 802-76035 1.350 m2 | 155.00000 209.25| 255.00000 344.25| 155.00000 209.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0048 802-76065 7.690 m | 20.00000 153.80| 24.00000 184.56| 20.00000 153.80 SIGN POST, B | | | 0049 808-06713 1008.000 m | 0.59000 594.72| 0.65000 655.20| 0.60000 604.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-75240 126.000 m | 2.15000 270.90| 1.10000 138.60| 2.50000 315.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0051 808-75996 43.000 EACH| 8.74000 375.82| 12.00000 516.00| 38.39000 1650.77 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 43.000 EACH| 62.50000 2687.50| 38.00000 1634.00| 35.25000 1515.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 801-04308 8.000 EACH| 185.00000 1480.00| 220.00000 1760.00| 262.50000 2100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 808-75245 14.000 m | 2.15000 30.10| 1.10000 15.40| 2.50000 35.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 318,524.55| $ 337,767.58| $ 350,194.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 318,524.55| $ 337,767.58| $ 350,194.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION COM| | 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 | 2900.00000 17400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5400.00000 5400.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9500.00000 9500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3785.00000 3785.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 102.000 m2 | 18.00000 1836.00| | PAVEMENT, REMOVE | | | 0006 202-02241 15.000 m | 36.25000 543.75| | GUARDRAIL, REMOVE | | | 0007 202-03576 18.000 m | 540.00000 9720.00| | CULVERT, CONCRETE, REMOVE | | | 0008 202-60820 3540.000 m2 | 3.00000 10620.00| | SURFACE MILLING, ASPHALT | | | 0009 202-96133 12.000 m | 47.00000 564.00| | PIPE, REMOVE | | | 0010 203-02000 4680.000 m3 | 23.00000 107640.00| | EXCAVATION, COMMON | | | 0011 203-51223 234.240 m3 | 81.00000 18973.44| | EXCAVATION, WATERWAY | | | 0012 205-02229 80.000 m | 11.00000 880.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 1.000 EACH| 105.00000 105.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 211-02060 384.600 m3 | 26.50000 10191.90| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 358.520 Mg | 32.00000 11472.64| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05468 43.200 Mg | 59.80000 2583.36| | HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 339.817 Mg | 48.04000 16324.81| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 272.041 Mg | 49.74000 13531.32| | HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 433.980 Mg | 62.24000 27010.92| | HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 405-05518 109.400 m2 | 0.76000 83.14| | ASPHALT FOR PRIME COAT | | | 0021 406-05520 1.790 Mg | 420.65000 752.96| | ASPHALT FOR TACK COAT | | | 0022 407-04348 1607.326 m2 | 4.88000 7843.75| | SEAL COAT, 2 | | | 0023 601-02636 22.860 m | 70.00000 1600.20| | GUARDRAIL, W BEAM, NESTED | | | 0024 601-94689 4.000 EACH| 3700.00000 14800.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 2200.00000 2200.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 146.955 m | 33.00000 4849.52| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-05527 32.840 Mg | 101.08000 3319.47| | HMA FOR APPROACHES | | | 0028 611-06497 1.000 EACH| 175.00000 175.00| | MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 11.000 EACH| 160.00000 1760.00| | RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 425.00000 850.00| | MONUMENT, B | | | 0031 615-06530 1.000 EACH| 525.00000 525.00| | POST, BENCHMARK | | | 0032 616-02320 320.000 m2 | 4.50000 1440.00| | GEOTEXTILES | | | 0033 616-06405 162.000 Mg | 26.30000 4260.60| | RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 925.00000 925.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 7601.694 m2 | 0.50000 3800.85| | MULCHED SEEDING, R | | | 0036 621-06567 3192.000 kL | 0.60000 1915.20| | WATER | | | 0037 621-06574 435.760 m2 | 5.50000 2396.68| | SODDING | | | 0038 622-52436 2.000 EACH| 27.00000 54.00| | SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 35.000 EACH| 16.00000 560.00| | SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 150 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,838.78 ROUTE : US 231 CALL ORDER : 150 CONTRACT ID : R -24062-A COUNTIES : PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 714-26727 18.000 m | 2250.00000 40500.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 3000 mm | | | 0041 715-05021 10.000 m | 129.00000 1290.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46005 2.000 EACH| 415.00000 830.00| | PIPE END SECTION, 375 mm | | | 0043 801-06606 12.000 EACH| 145.00000 1740.00| | BARRICADE, IIIB | | | 0044 801-06625 14.000 EACH| 68.00000 952.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 18.000 EACH| 90.00000 1620.00| | CONSTRUCTION SIGN, A | | | 0046 802-76025 0.312 m2 | 445.00000 138.84| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0047 802-76035 1.350 m2 | 165.00000 222.75| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0048 802-76065 7.690 m | 22.00000 169.18| | SIGN POST, B | | | 0049 808-06713 1008.000 m | 0.65000 655.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-75240 126.000 m | 1.85000 233.10| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0051 808-75996 43.000 EACH| 22.00000 946.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 43.000 EACH| 41.00000 1763.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 801-04308 8.000 EACH| 275.00000 2200.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0054 808-75245 14.000 m | 1.85000 25.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 375,479.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 375,479.48| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 155 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,351.77 ROUTE : 15 CALL ORDER : 155 CONTRACT ID : R -24068-B COUNTIES : GRANT LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/29/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : STP-D832(002) STP-D832(002) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 390,667.86 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. $ 397,901.47 101.8516% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 | |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 21300.00000 21300.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 19500.00000 19500.00| 29800.00000 29800.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 8500.00000 8500.00| 29900.00000 29900.00| CLEARING RIGHT OF WAY | | | 0004 202-02278 452.000 m | 5.60000 2531.20| 13.20000 5966.40| CURB, CONCRETE, REMOVE | | | 0005 202-52710 681.000 m2 | 7.30000 4971.30| 12.10000 8240.10| SIDEWALK, CONCRETE, REMOVE | | | 0006 202-78515 LUMP| 2934.11000 2934.11| 660.00000 660.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-91385 4.000 EACH| 300.00000 1200.00| 1100.00000 4400.00| INLET, REMOVE | | | 0008 202-93615 215.000 m2 | 8.60000 1849.00| 13.20000 2838.00| CONCRETE, REMOVE DRIVEWAY | | | 0009 203-02000 348.800 m3 | 65.00000 22672.00| 16.50000 5755.20| EXCAVATION, COMMON | | | 0010 203-02045 33.000 m3 | 41.00000 1353.00| 55.00000 1815.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 211-02060 10.380 m3 | 37.00000 384.06| 220.00000 2283.60| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 247.000 Mg | 32.00000 7904.00| 24.20000 5977.40| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 305-05204 15.000 Mg | 128.40000 1926.00| 82.50000 1237.50| HMA FOR PATCHING | | | 0014 402-05468 234.000 Mg | 60.80000 14227.20| 62.37000 14594.58| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 155 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,351.77 ROUTE : 15 CALL ORDER : 155 CONTRACT ID : R -24068-B COUNTIES : GRANT LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 | |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05474 455.000 Mg | 48.05000 21862.75| 40.76000 18545.80| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 207.000 Mg | 49.05000 10153.35| 52.80000 10929.60| HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05520 1.830 Mg | 171.70000 314.21| 330.00000 603.90| ASPHALT FOR TACK COAT | | | 0018 604-06069 159.000 m2 | 82.00000 13038.00| 44.00000 6996.00| CURB RAMP, CONCRETE | | | 0019 604-91531 887.500 m2 | 39.50000 35056.25| 38.50000 34168.75| SIDEWALK, CONCRETE, 100 mm | | | 0020 605-06100 13.400 m | 150.00000 2010.00| 55.00000 737.00| CURB, INTEGRAL, C, CONCRETE | | | 0021 605-06140 487.000 m | 100.00000 48700.00| 38.50000 18749.50| CURB AND GUTTER, CONCRETE | | | 0022 611-05330 221.000 m2 | 60.00000 13260.00| 40.70000 8994.70| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0023 715-01525 3.000 EACH| 112.00000 336.00| 66.00000 198.00| VALVE BOX ADJUST TO GRADE | | | 0024 715-04612 32.000 m | 130.00000 4160.00| 77.00000 2464.00| PIPE 68 mm x 13 mm CORRUGATED ALUM., | | | 300 mm | | | 0025 720-44000 5.000 EACH| 225.00000 1125.00| 242.00000 1210.00| CASTING, ADJUST TO GRADE | | | 0026 720-44296 2.000 EACH| 325.00000 650.00| 2750.00000 5500.00| CAP INLET | | | 0027 720-45045 1.000 EACH| 1560.00000 1560.00| 2200.00000 2200.00| INLET, J10 | | | 0028 720-45055 1.000 EACH| 1560.00000 1560.00| 2200.00000 2200.00| INLET, M10 | | | 0029 720-94157 1.000 EACH| 2350.00000 2350.00| 3300.00000 3300.00| MANHOLE, C | | | 0030 722-60824 2459.000 m2 | 6.20000 15245.80| 4.40000 10819.60| SURFACE MILLING | | | 0031 732-04994 4.000 EACH| 733.00000 2932.00| 660.00000 2640.00| METER WATER, RELOCATE | | | 0032 732-04994 3.000 EACH| 1307.00000 3921.00| 880.00000 2640.00| METER WATER, WITH SHUTOFF VALVE | | | 0033 801-06605 40.000 EACH| 90.00000 3600.00| 99.00000 3960.00| BARRICADE, IIIA | | | 0034 801-06640 18.000 EACH| 100.00000 1800.00| 82.50000 1485.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 155 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,351.77 ROUTE : 15 CALL ORDER : 155 CONTRACT ID : R -24068-B COUNTIES : GRANT LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 | |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06644 300.000 m | 4.00000 1200.00| 3.42000 1026.00| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0036 801-06647 305.000 m | 2.00000 610.00| 1.62000 494.10| TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0037 801-06775 LUMP| 10000.00000 10000.00| 38250.00000 38250.00| MAINTAINING TRAFFIC | | | 0038 802-02489 79.500 m | 53.97000 4290.62| 24.20000 1923.90| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0039 802-76025 10.846 m2 | 182.88000 1983.52| 220.00000 2386.12| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0040 802-76035 5.266 m2 | 194.51000 1024.29| 242.00000 1274.37| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0041 802-76045 1.620 m2 | 241.87000 391.83| 264.00000 427.68| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0042 805-01815 4.000 EACH| 1694.07000 6776.28| 1210.00000 4840.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0043 805-01842 4.000 EACH| 845.61000 3382.44| 660.00000 2640.00| HANDHOLE, SIGNAL | | | 0044 805-02087 LUMP| 413.87000 413.87| 330.00000 330.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0045 805-02152 8.000 EACH| 413.07000 3304.56| 363.00000 2904.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0046 805-02202 4.000 EACH| 903.04000 3612.16| 632.50000 2530.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0047 805-02503 1184.000 m | 0.33000 390.72| 0.44000 520.96| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0048 805-06592 176.000 m | 64.86000 11415.36| 25.30000 4452.80| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0049 805-78100 1.000 EACH| 7028.52000 7028.52| 7810.00000 7810.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0050 805-78205 8.000 EACH| 368.85000 2950.80| 473.00000 3784.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 155 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,351.77 ROUTE : 15 CALL ORDER : 155 CONTRACT ID : R -24068-B COUNTIES : GRANT LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 | |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 805-78415 4.000 EACH| 934.74000 3738.96| 1430.00000 5720.00| SPAN, CATENARY, AND TETHER | | | 0052 805-78420 4.000 EACH| 226.88000 907.52| 192.50000 770.00| DISCONNECT HANGER | | | 0053 805-78445 1.000 EACH| 301.50000 301.50| 522.50000 522.50| SIGNAL SERVICE | | | 0054 805-78467 24.000 m | 6.14000 147.36| 4.62000 110.88| SIGNAL CABLE, 3C 8GA. | | | 0055 805-78480 259.000 m | 3.81000 986.79| 3.25000 841.75| SIGNAL CABLE, 3C 14GA. | | | 0056 805-78485 253.000 m | 7.48000 1892.44| 3.74000 946.22| SIGNAL CABLE, 5C 14GA. | | | 0057 805-78490 165.000 m | 7.28000 1201.20| 4.51000 744.15| SIGNAL CABLE, 7C 14GA. | | | 0058 805-78510 724.000 m | 3.15000 2280.60| 2.97000 2150.28| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0059 805-78795 384.000 m | 25.59000 9826.56| 28.60000 10982.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0060 805-78900 1.000 EACH| 501.16000 501.16| 440.00000 440.00| PEDESTAL FOUNDATION, A | | | 0061 805-78925 1.000 EACH| 912.14000 912.14| 594.00000 594.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0062 805-81032 4.000 EACH| 2331.78000 9327.12| 2695.00000 10780.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0063 805-92504 8.000 EACH| 198.66000 1589.28| 264.00000 2112.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0064 805-95064 1.000 EACH| 374.66000 374.66| 418.00000 418.00| PEDESTAL AND BASE, 3.0 m | | | 0065 805-96121 8.000 EACH| 179.18000 1433.44| 66.00000 528.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0066 808-06703 216.400 m | 0.98000 212.07| 1.08000 233.71| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0067 808-75245 1128.800 m | 0.98000 1106.22| 1.08000 1219.10| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75297 29.600 m | 11.80000 349.28| 12.98000 384.21| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0069 808-75300 128.600 m | 2.46000 316.36| 2.71000 348.51| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 155 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,351.77 ROUTE : 15 CALL ORDER : 155 CONTRACT ID : R -24068-B COUNTIES : GRANT LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1912582 | |E & B PAVING, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 808-75320 6.000 EACH| 55.00000 330.00| 60.50000 363.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0071 808-75325 6.000 EACH| 62.00000 372.00| 68.20000 409.20| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0072 105-01925 6.000 MOS | 2200.00000 13200.00| 1430.00000 8580.00| FIELD OFFICE, 51.1 m2 | | | SECTION TOTALS | $ 390,667.86| $ 397,901.47| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 390,667.86| $ 397,901.47| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/12/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2127(014) 2127(014) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 683,064.81 100.0000% 2 62-1492793 API CONSTRUCTION CORPORATION $ 829,801.71 121.4821% 3 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 840,239.11 123.0101% 4 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 896,778.44 131.2874% ==================================================================================================================================== |(1) 35-0997978 |(2) 62-1492793 |(3) 35-1065659 |PHEND & BROWN, INC. |API CONSTRUCTION CORPORATION|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 201-52370 LUMP| 15000.00000 15000.00| 19900.00000 19900.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0002 202-01405 100.000 CYS | 86.75000 8675.00| 65.00000 6500.00| 86.75000 8675.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0003 202-01406 20.000 EACH| 125.00000 2500.00| 75.00000 1500.00| 125.00000 2500.00 SAMPLING AND TESTING ANALYSIS | | | 0004 202-03000 LUMP| 1000.00000 1000.00| 500.00000 500.00| 5.00000 5.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0005 202-60821 520.000 SYS | 3.00000 1560.00| 6.00000 3120.00| 6.00000 3120.00 SURFACE MILLING, BITUMINOUS | | | 0006 202-78515 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 1500.00000 1500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02080 0.420 MILE| 76000.00000 31920.00| 294315.00000 123612.30| 207000.00000 86940.00 LINEAR GRADING | | | 0008 205-02224 175.000 LFT | 3.25000 568.75| 3.25000 568.75| 3.25000 568.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02226 48.000 LFT | 15.00000 720.00| 15.00000 720.00| 15.00000 720.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0010 205-02236 12.000 EACH| 70.00000 840.00| 70.00000 840.00| 70.00000 840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-02237 19.000 EACH| 70.00000 1330.00| 70.00000 1330.00| 70.00000 1330.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 62-1492793 |(3) 35-1065659 |PHEND & BROWN, INC. |API CONSTRUCTION CORPORATION|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 795.500 CYS | 11.00000 8750.50| 11.50000 9148.25| 7.20000 5727.60 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 540.000 TON | 15.00000 8100.00| 19.00000 10260.00| 15.00000 8100.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 305-05204 64.000 TON | 75.00000 4800.00| 90.00000 5760.00| 50.00000 3200.00 HMA FOR PATCHING | | | 0015 402-05468 3362.000 TON | 28.50000 95817.00| 27.00000 90774.00| 32.40000 108928.80 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05473 1357.000 TON | 31.00000 42067.00| 28.00000 37996.00| 32.50000 44102.50 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0017 402-05479 813.000 TON | 33.00000 26829.00| 32.00000 26016.00| 35.00000 28455.00 HMA SURFACE 12.5 mm, MAINLINE | | | 0018 402-05495 344.000 TON | 36.50000 12556.00| 28.00000 9632.00| 45.00000 15480.00 HMA WEDGE AND LEVEL | | | 0019 406-05520 19.300 TON | 180.00000 3474.00| 140.00000 2702.00| 180.00000 3474.00 ASPHALT FOR TACK COAT | | | 0020 605-06120 2259.000 LFT | 10.00000 22590.00| 11.00000 24849.00| 18.00000 40662.00 CURB, CONCRETE | | | 0021 607-06175 8.000 LFT | 111.00000 888.00| 115.00000 920.00| 22.00000 176.00 GUTTER, CONCRETE | | | 0022 607-06335 150.000 LFT | 26.00000 3900.00| 26.00000 3900.00| 17.00000 2550.00 PAVED SIDE DITCH, A | | | 0023 607-90826 1.000 EACH| 756.00000 756.00| 975.00000 975.00| 330.00000 330.00 GUTTER TURNOUT, CONCRETE | | | 0024 611-05330 1623.000 SYS | 29.00000 47067.00| 33.40000 54208.20| 36.00000 58428.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0025 611-06497 12.000 EACH| 135.00000 1620.00| 135.00000 1620.00| 108.00000 1296.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 25.000 EACH| 145.00000 3625.00| 145.00000 3625.00| 225.00000 5625.00 RIGHT OF WAY MARKER | | | 0027 615-06505 1.000 EACH| 455.00000 455.00| 455.00000 455.00| 225.00000 225.00 MONUMENT, B | | | 0028 615-06527 1.000 EACH| 455.00000 455.00| 455.00000 455.00| 225.00000 225.00 MONUMENT, SECTION CORNER | | | 0029 616-02320 1133.000 SYS | 1.70000 1926.10| 1.00000 1133.00| 3.50000 3965.50 GEOTEXTILES | | | 0030 616-06405 894.000 TON | 18.00000 16092.00| 31.00000 27714.00| 25.00000 22350.00 RIPRAP, REVETMENT | | | 0031 621-06575 6127.000 SYS | 2.45000 15011.15| 2.45000 15011.15| 2.45000 15011.15 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 62-1492793 |(3) 35-1065659 |PHEND & BROWN, INC. |API CONSTRUCTION CORPORATION|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 715-05028 294.000 LFT | 23.00000 6762.00| 27.00000 7938.00| 31.00000 9114.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0033 715-05032 1059.000 LFT | 24.00000 25416.00| 29.00000 30711.00| 32.00000 33888.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0034 715-05152 403.000 LFT | 25.50000 10276.50| 31.00000 12493.00| 34.00000 13702.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0035 715-05154 463.000 LFT | 32.00000 14816.00| 36.00000 16668.00| 38.00000 17594.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0036 715-05168 175.000 LFT | 16.00000 2800.00| 27.00000 4725.00| 31.00000 5425.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0037 715-05169 114.000 LFT | 18.00000 2052.00| 29.00000 3306.00| 34.00000 3876.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0038 715-46000 3.000 EACH| 150.00000 450.00| 250.00000 750.00| 400.00000 1200.00 PIPE END SECTION, 12 IN. | | | 0039 715-46005 4.000 EACH| 220.00000 880.00| 273.00000 1092.00| 440.00000 1760.00 PIPE END SECTION, 15 IN. | | | 0040 715-46020 1.000 EACH| 450.00000 450.00| 370.00000 370.00| 460.00000 460.00 PIPE END SECTION, 24 IN. | | | 0041 720-44000 4.000 EACH| 275.00000 1100.00| 200.00000 800.00| 330.00000 1320.00 CASTING, ADJUST TO GRADE | | | 0042 720-45015 4.000 EACH| 1400.00000 5600.00| 970.00000 3880.00| 1300.00000 5200.00 INLET, A8 | | | 0043 720-45030 2.000 EACH| 985.00000 1970.00| 860.00000 1720.00| 1300.00000 2600.00 INLET, E7 | | | 0044 720-45035 5.000 EACH| 985.00000 4925.00| 860.00000 4300.00| 1200.00000 6000.00 INLET, F7 | | | 0046 720-45205 1.000 EACH| 1200.00000 1200.00| 2120.00000 2120.00| 2200.00000 2200.00 CATCH BASIN, A2 | | | 0049 720-90845 10.000 EACH| 1670.00000 16700.00| 1550.00000 15500.00| 1900.00000 19000.00 MANHOLE, A8 | | | 0050 720-96275 1.000 EACH| 1750.00000 1750.00| 1600.00000 1600.00| 2300.00000 2300.00 MANHOLE, A2 | | | 0051 801-06640 36.000 EACH| 66.00000 2376.00| 66.00000 2376.00| 66.00000 2376.00 CONSTRUCTION SIGN, A | | | 0052 802-02293 20.940 CYS | 250.00000 5235.00| 230.00000 4816.20| 250.00000 5235.00 CONCRETE, SIGN FOUNDATION | | | 0053 802-02489 144.000 LFT | 9.25000 1332.00| 6.50000 936.00| 9.25000 1332.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0054 802-02922 110.000 LFT | 6.25000 687.50| 8.00000 880.00| 6.25000 687.50 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 62-1492793 |(3) 35-1065659 |PHEND & BROWN, INC. |API CONSTRUCTION CORPORATION|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 802-76025 237.450 SFT | 14.00000 3324.30| 14.00000 3324.30| 14.00000 3324.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0056 802-76035 93.500 SFT | 14.40000 1346.40| 21.00000 1963.50| 14.40000 1346.40 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0057 802-76045 35.000 SFT | 14.90000 521.50| 22.00000 770.00| 14.90000 521.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0058 803-02310 2817.000 LBS | 0.80000 2253.60| 0.50000 1408.50| 0.80000 2253.60 REINFORCING STEEL, SIGN FOUNDATION | | | 0059 803-76135 3.000 EACH| 7200.00000 21600.00| 6950.00000 20850.00| 7200.00000 21600.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0060 805-01815 4.000 EACH| 1200.00000 4800.00| 1130.00000 4520.00| 1200.00000 4800.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0061 805-01836 906.000 LFT | 0.70000 634.20| 0.80000 724.80| 0.70000 634.20 SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0062 805-01842 7.000 EACH| 590.00000 4130.00| 665.00000 4655.00| 590.00000 4130.00 HANDHOLE, SIGNAL | | | 0063 805-01893 LUMP| 3000.00000 3000.00| 950.00000 950.00| 3000.00000 3000.00 MAINTAINING TRAFFIC SIGNAL | | | 0064 805-02658 790.000 LFT | 1.10000 869.00| 1.20000 948.00| 1.10000 869.00 CABLE, COAXIAL | | | 0065 805-04782 1.000 EACH| 27000.00000 27000.00| 32650.00000 32650.00| 27000.00000 27000.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0066 805-06592 875.000 LFT | 7.00000 6125.00| 6.00000 5250.00| 7.00000 6125.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0067 805-78100 1.000 EACH| 7300.00000 7300.00| 7800.00000 7800.00| 7300.00000 7300.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0068 805-78205 4.000 EACH| 405.00000 1620.00| 395.00000 1580.00| 405.00000 1620.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0069 805-78230 4.000 EACH| 580.00000 2320.00| 650.00000 2600.00| 580.00000 2320.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0070 805-78415 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| 1300.00000 5200.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 62-1492793 |(3) 35-1065659 |PHEND & BROWN, INC. |API CONSTRUCTION CORPORATION|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78420 4.000 EACH| 180.00000 720.00| 175.00000 700.00| 180.00000 720.00 DISCONNECT HANGER | | | 0072 805-78445 1.000 EACH| 450.00000 450.00| 475.00000 475.00| 450.00000 450.00 SIGNAL SERVICE | | | 0073 805-78467 65.000 LFT | 1.35000 87.75| 1.40000 91.00| 1.35000 87.75 SIGNAL CABLE, 3C 8GA. | | | 0074 805-78470 196.000 LFT | 0.20000 39.20| 0.13000 25.48| 0.20000 39.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0075 805-78480 790.000 LFT | 0.70000 553.00| 0.80000 632.00| 0.70000 553.00 SIGNAL CABLE, 3C 14GA. | | | 0076 805-78485 165.000 LFT | 0.95000 156.75| 1.00000 165.00| 0.95000 156.75 SIGNAL CABLE, 5C 14GA. | | | 0077 805-78490 745.000 LFT | 1.10000 819.50| 1.10000 819.50| 1.10000 819.50 SIGNAL CABLE, 7C 14GA. | | | 0078 805-78785 2.000 EACH| 470.00000 940.00| 435.00000 870.00| 470.00000 940.00 SIGNAL DETECTOR HOUSING | | | 0079 805-78795 60.000 LFT | 8.00000 480.00| 11.00000 660.00| 8.00000 480.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0080 805-78925 1.000 EACH| 540.00000 540.00| 575.00000 575.00| 540.00000 540.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0081 805-81060 4.000 EACH| 2850.00000 11400.00| 3100.00000 12400.00| 2850.00000 11400.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0082 805-92504 1.000 EACH| 280.00000 280.00| 310.00000 310.00| 280.00000 280.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0083 807-02784 1.000 EACH| 590.00000 590.00| 710.00000 710.00| 590.00000 590.00 LUMINAIRE MAST ARM, 20 FT. | | | 0084 807-04781 3.000 EACH| 790.00000 2370.00| 825.00000 2475.00| 790.00000 2370.00 LUMINAIRE MAST ARM, 30 FT. | | | 0085 808-06703 5125.000 LFT | 0.30000 1537.50| 0.30000 1537.50| 0.30000 1537.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0086 808-75245 2298.000 LFT | 0.30000 689.40| 0.30000 689.40| 0.30000 689.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0087 808-75278 220.500 LFT | 1.14000 251.37| 1.15000 253.58| 1.14000 251.37 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0088 808-75297 156.000 LFT | 2.19000 341.64| 2.20000 343.20| 2.19000 341.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0089 808-75320 8.000 EACH| 75.00000 600.00| 75.00000 600.00| 75.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 62-1492793 |(3) 35-1065659 |PHEND & BROWN, INC. |API CONSTRUCTION CORPORATION|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 808-75325 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 100.00000 800.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0091 808-92027 1590.000 LFT | 0.84000 1335.60| 0.85000 1351.50| 0.84000 1335.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0092 900-06790 9.000 MOS | 1200.00000 10800.00| 1100.00000 9900.00| 920.00000 8280.00 FIELD OFFICE, 300 SQ FT | | | 0093 920-06775 LUMP| 13000.00000 13000.00| 35000.00000 35000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0094 930-06845 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0095 940-01001 LUMP| 29000.00000 29000.00| 39000.00000 39000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0096 720-45275 2.000 EACH| 1200.00000 2400.00| 990.00000 1980.00| 1500.00000 3000.00 PIPE CATCH BASIN, 24 IN. | | | 0097 720-45400 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 2200.00000 2200.00 MANHOLE, A4 | | | 0098 615-06520 1.000 EACH| 210.00000 210.00| 455.00000 455.00| 370.00000 370.00 MONUMENT, RE-ESTABLISH | | | 0099 621-01004 1.000 EACH| 850.00000 850.00| 850.00000 850.00| 850.00000 850.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0100 621-06545 0.400 TON | 629.00000 251.60| 629.00000 251.60| 629.00000 251.60 FERTILIZER | | | 0101 621-06553 170.000 LBS | 4.20000 714.00| 4.20000 714.00| 4.20000 714.00 SEED MIXTURE, R | | | 0102 621-06565 2.000 TON | 484.00000 968.00| 484.00000 968.00| 484.00000 968.00 MULCHING MATERIAL | | | 0103 715-05146 100.000 LFT | 9.50000 950.00| 10.00000 1000.00| 18.00000 1800.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0104 715-05147 100.000 LFT | 10.50000 1050.00| 11.00000 1100.00| 19.00000 1900.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0105 715-05148 150.000 LFT | 12.50000 1875.00| 12.00000 1800.00| 18.00000 2700.00 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0106 720-45005 1.000 EACH| 1200.00000 1200.00| 1020.00000 1020.00| 1600.00000 1600.00 INLET, A2 | | | 0107 720-95406 1.000 EACH| 3200.00000 3200.00| 1260.00000 1260.00| 1800.00000 1800.00 MANHOLE, A7 | | | 0108 720-95898 2.000 EACH| 1900.00000 3800.00| 1450.00000 2900.00| 2000.00000 4000.00 MANHOLE, A10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 62-1492793 |(3) 35-1065659 |PHEND & BROWN, INC. |API CONSTRUCTION CORPORATION|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 683,064.81| $ 829,801.71| $ 840,239.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 683,064.81| $ 829,801.71| $ 840,239.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 | | |JOHNSON, S.E. COMPANIES, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 201-52370 LUMP| 40500.00000 40500.00| | CLEARING RIGHT OF WAY | | | 0002 202-01405 100.000 CYS | 80.00000 8000.00| | CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0003 202-01406 20.000 EACH| 350.00000 7000.00| | SAMPLING AND TESTING ANALYSIS | | | 0004 202-03000 LUMP| 1000.00000 1000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0005 202-60821 520.000 SYS | 9.50000 4940.00| | SURFACE MILLING, BITUMINOUS | | | 0006 202-78515 LUMP| 1500.00000 1500.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02080 0.420 MILE| 160000.00000 67200.00| | LINEAR GRADING | | | 0008 205-02224 175.000 LFT | 3.25000 568.75| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02226 48.000 LFT | 15.00000 720.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0010 205-02236 12.000 EACH| 70.00000 840.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-02237 19.000 EACH| 70.00000 1330.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 211-02060 795.500 CYS | 8.00000 6364.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 540.000 TON | 17.50000 9450.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 305-05204 64.000 TON | 60.00000 3840.00| | HMA FOR PATCHING | | | 0015 402-05468 3362.000 TON | 30.00000 100860.00| | HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05473 1357.000 TON | 30.50000 41388.50| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0017 402-05479 813.000 TON | 37.00000 30081.00| | HMA SURFACE 12.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 | | |JOHNSON, S.E. COMPANIES, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 402-05495 344.000 TON | 34.00000 11696.00| | HMA WEDGE AND LEVEL | | | 0019 406-05520 19.300 TON | 85.00000 1640.50| | ASPHALT FOR TACK COAT | | | 0020 605-06120 2259.000 LFT | 11.00000 24849.00| | CURB, CONCRETE | | | 0021 607-06175 8.000 LFT | 115.00000 920.00| | GUTTER, CONCRETE | | | 0022 607-06335 150.000 LFT | 26.00000 3900.00| | PAVED SIDE DITCH, A | | | 0023 607-90826 1.000 EACH| 975.00000 975.00| | GUTTER TURNOUT, CONCRETE | | | 0024 611-05330 1623.000 SYS | 33.40000 54208.20| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0025 611-06497 12.000 EACH| 135.00000 1620.00| | MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 25.000 EACH| 145.00000 3625.00| | RIGHT OF WAY MARKER | | | 0027 615-06505 1.000 EACH| 455.00000 455.00| | MONUMENT, B | | | 0028 615-06527 1.000 EACH| 455.00000 455.00| | MONUMENT, SECTION CORNER | | | 0029 616-02320 1133.000 SYS | 2.75000 3115.75| | GEOTEXTILES | | | 0030 616-06405 894.000 TON | 39.00000 34866.00| | RIPRAP, REVETMENT | | | 0031 621-06575 6127.000 SYS | 2.45000 15011.15| | SODDING, NURSERY | | | 0032 715-05028 294.000 LFT | 50.00000 14700.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0033 715-05032 1059.000 LFT | 45.00000 47655.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0034 715-05152 403.000 LFT | 47.00000 18941.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0035 715-05154 463.000 LFT | 52.50000 24307.50| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0036 715-05168 175.000 LFT | 15.00000 2625.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0037 715-05169 114.000 LFT | 25.00000 2850.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 | | |JOHNSON, S.E. COMPANIES, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-46000 3.000 EACH| 155.00000 465.00| | PIPE END SECTION, 12 IN. | | | 0039 715-46005 4.000 EACH| 165.00000 660.00| | PIPE END SECTION, 15 IN. | | | 0040 715-46020 1.000 EACH| 400.00000 400.00| | PIPE END SECTION, 24 IN. | | | 0041 720-44000 4.000 EACH| 300.00000 1200.00| | CASTING, ADJUST TO GRADE | | | 0042 720-45015 4.000 EACH| 1600.00000 6400.00| | INLET, A8 | | | 0043 720-45030 2.000 EACH| 1500.00000 3000.00| | INLET, E7 | | | 0044 720-45035 5.000 EACH| 1500.00000 7500.00| | INLET, F7 | | | 0046 720-45205 1.000 EACH| 1700.00000 1700.00| | CATCH BASIN, A2 | | | 0049 720-90845 10.000 EACH| 2400.00000 24000.00| | MANHOLE, A8 | | | 0050 720-96275 1.000 EACH| 2500.00000 2500.00| | MANHOLE, A2 | | | 0051 801-06640 36.000 EACH| 125.00000 4500.00| | CONSTRUCTION SIGN, A | | | 0052 802-02293 20.940 CYS | 250.00000 5235.00| | CONCRETE, SIGN FOUNDATION | | | 0053 802-02489 144.000 LFT | 9.25000 1332.00| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0054 802-02922 110.000 LFT | 6.25000 687.50| | SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0055 802-76025 237.450 SFT | 14.00000 3324.30| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0056 802-76035 93.500 SFT | 14.40000 1346.40| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0057 802-76045 35.000 SFT | 14.90000 521.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0058 803-02310 2817.000 LBS | 0.80000 2253.60| | REINFORCING STEEL, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 | | |JOHNSON, S.E. COMPANIES, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 803-76135 3.000 EACH| 7200.00000 21600.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0060 805-01815 4.000 EACH| 1200.00000 4800.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0061 805-01836 906.000 LFT | 0.70000 634.20| | SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0062 805-01842 7.000 EACH| 590.00000 4130.00| | HANDHOLE, SIGNAL | | | 0063 805-01893 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC SIGNAL | | | 0064 805-02658 790.000 LFT | 1.10000 869.00| | CABLE, COAXIAL | | | 0065 805-04782 1.000 EACH| 27000.00000 27000.00| | VIDEO VEHICLE DETECTOR SYSTEM | | | 0066 805-06592 875.000 LFT | 7.00000 6125.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0067 805-78100 1.000 EACH| 7300.00000 7300.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0068 805-78205 4.000 EACH| 405.00000 1620.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0069 805-78230 4.000 EACH| 580.00000 2320.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0070 805-78415 4.000 EACH| 1300.00000 5200.00| | SPAN, CATENARY, AND TETHER | | | 0071 805-78420 4.000 EACH| 180.00000 720.00| | DISCONNECT HANGER | | | 0072 805-78445 1.000 EACH| 450.00000 450.00| | SIGNAL SERVICE | | | 0073 805-78467 65.000 LFT | 1.35000 87.75| | SIGNAL CABLE, 3C 8GA. | | | 0074 805-78470 196.000 LFT | 0.20000 39.20| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0075 805-78480 790.000 LFT | 0.70000 553.00| | SIGNAL CABLE, 3C 14GA. | | | 0076 805-78485 165.000 LFT | 0.95000 156.75| | SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 | | |JOHNSON, S.E. COMPANIES, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 805-78490 745.000 LFT | 1.10000 819.50| | SIGNAL CABLE, 7C 14GA. | | | 0078 805-78785 2.000 EACH| 470.00000 940.00| | SIGNAL DETECTOR HOUSING | | | 0079 805-78795 60.000 LFT | 8.00000 480.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0080 805-78925 1.000 EACH| 540.00000 540.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0081 805-81060 4.000 EACH| 2850.00000 11400.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0082 805-92504 1.000 EACH| 280.00000 280.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0083 807-02784 1.000 EACH| 590.00000 590.00| | LUMINAIRE MAST ARM, 20 FT. | | | 0084 807-04781 3.000 EACH| 790.00000 2370.00| | LUMINAIRE MAST ARM, 30 FT. | | | 0085 808-06703 5125.000 LFT | 0.28000 1435.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0086 808-75245 2298.000 LFT | 0.28000 643.44| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0087 808-75278 220.500 LFT | 2.90000 639.45| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0088 808-75297 156.000 LFT | 2.90000 452.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0089 808-75320 8.000 EACH| 54.25000 434.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0090 808-75325 8.000 EACH| 78.50000 628.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0091 808-92027 1590.000 LFT | 0.95000 1510.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0092 900-06790 9.000 MOS | 1450.00000 13050.00| | FIELD OFFICE, 300 SQ FT | | | 0093 920-06775 LUMP| 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0094 930-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 160 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 875,152.13 ROUTE : US 6 CALL ORDER : 160 CONTRACT ID : R -24074-A COUNTIES : NOBLE LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 | | |JOHNSON, S.E. COMPANIES, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 940-01001 LUMP| 42500.00000 42500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0096 720-45275 2.000 EACH| 1600.00000 3200.00| | PIPE CATCH BASIN, 24 IN. | | | 0097 720-45400 1.000 EACH| 2200.00000 2200.00| | MANHOLE, A4 | | | 0098 615-06520 1.000 EACH| 500.00000 500.00| | MONUMENT, RE-ESTABLISH | | | 0099 621-01004 1.000 EACH| 850.00000 850.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0100 621-06545 0.400 TON | 629.00000 251.60| | FERTILIZER | | | 0101 621-06553 170.000 LBS | 4.20000 714.00| | SEED MIXTURE, R | | | 0102 621-06565 2.000 TON | 484.00000 968.00| | MULCHING MATERIAL | | | 0103 715-05146 100.000 LFT | 5.00000 500.00| | PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0104 715-05147 100.000 LFT | 6.00000 600.00| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0105 715-05148 150.000 LFT | 7.00000 1050.00| | PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0106 720-45005 1.000 EACH| 2055.00000 2055.00| | INLET, A2 | | | 0107 720-95406 1.000 EACH| 2450.00000 2450.00| | MANHOLE, A7 | | | 0108 720-95898 2.000 EACH| 2550.00000 5100.00| | MANHOLE, A10 | | | SECTION TOTALS | $ 896,778.44| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 896,778.44| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,231.31 ROUTE : SR 16 CALL ORDER : 170 CONTRACT ID : R -24153-A COUNTIES : JASPER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/01/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3637(00C) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION COMPANY, INC. $ 202,507.79 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 211,993.35 104.6840% 3 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 221,262.29 109.2611% 4 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 222,877.89 110.0589% 5 35-1212938 ATLAS EXCAVATING, INC. $ 228,833.20 112.9997% 6 35-1523985 WIRTZ & YATES, INC. $ 233,073.74 115.0937% 7 35-1325036 DEICHMAN EXCAVATING COMPANY, INC. $ 240,000.00 118.5139% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1917625 |(3) 35-1817574 |ISOM, JACK CONSTRUCTION COMP|MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 4.000 MOS | 1200.00000 4800.00| 1695.00000 6780.00| 1200.00000 4800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 3300.00000 3300.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 10600.00000 10600.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 4240.00000 4240.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 12000.00000 12000.00| 5600.00000 5600.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 885.500 m3 | 9.00000 7969.50| 15.00000 13282.50| 13.00000 11511.50 EXCAVATION, COMMON | | | 0007 203-51223 314.000 m3 | 13.00000 4082.00| 20.00000 6280.00| 25.00000 7850.00 EXCAVATION, WATERWAY | | | 0008 205-02229 156.000 m | 10.00000 1560.00| 10.35000 1614.60| 10.00000 1560.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 1.000 EACH| 300.00000 300.00| 106.00000 106.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 230.000 m3 | 20.00000 4600.00| 34.00000 7820.00| 27.00000 6210.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 663.000 Mg | 14.50000 9613.50| 18.00000 11934.00| 19.00000 12597.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,231.31 ROUTE : SR 16 CALL ORDER : 170 CONTRACT ID : R -24153-A COUNTIES : JASPER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1917625 |(3) 35-1817574 |ISOM, JACK CONSTRUCTION COMP|MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 402-05468 71.100 Mg | 78.00000 5545.80| 61.00000 4337.10| 55.00000 3910.50 HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 48.000 Mg | 78.00000 3744.00| 69.00000 3312.00| 58.00000 2784.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 43.200 Mg | 78.00000 3369.60| 88.00000 3801.60| 60.00000 2592.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05481 149.000 Mg | 78.00000 11622.00| 61.00000 9089.00| 70.00000 10430.00 HMA BASE 25.0 mm, SHOULDER | | | 0016 404-05511 828.000 m2 | 5.20000 4305.60| 3.50000 2898.00| 3.00000 2484.00 SEAL COAT, 2 | | | 0017 405-05518 828.000 m2 | 1.00000 828.00| 0.85000 703.80| 2.00000 1656.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 875.000 m2 | 1.00000 875.00| 0.30000 262.50| 2.00000 1750.00 ASPHALT FOR TACK COAT | | | 0019 601-02636 22.860 m | 55.00000 1257.30| 45.75000 1045.85| 47.00000 1074.42 GUARDRAIL, W BEAM, NESTED ,1.905 m | | | SPACING | | | 0020 601-06037 4.000 EACH| 710.00000 2840.00| 1015.00000 4060.00| 640.00000 2560.00 GUARDRAIL END TREATMENT, I | | | 0021 601-99105 150.495 m | 35.00000 5267.33| 33.50000 5041.58| 35.00000 5267.32 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 615-06490 10.000 EACH| 150.00000 1500.00| 110.00000 1100.00| 112.00000 1120.00 RIGHT OF WAY MARKER | | | 0023 615-06505 4.000 EACH| 500.00000 2000.00| 425.00000 1700.00| 455.00000 1820.00 MONUMENT, B | | | 0024 615-06527 1.000 EACH| 400.00000 400.00| 425.00000 425.00| 455.00000 455.00 MONUMENT, SECTION CORNER | | | 0025 616-02320 867.100 m2 | 4.25000 3685.18| 1.65000 1430.72| 3.00000 2601.30 GEOTEXTILES | | | 0026 616-06405 326.000 Mg | 20.00000 6520.00| 24.50000 7987.00| 35.00000 11410.00 RIPRAP, REVETMENT | | | 0027 621-01004 2.000 EACH| 500.00000 1000.00| 590.00000 1180.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06548 0.500 kg | 75.00000 37.50| 61.50000 30.75| 300.00000 150.00 SEED MIXTURE, CV | | | 0030 621-06559 1365.000 m2 | 0.92000 1255.80| 0.90000 1228.50| 0.85000 1160.25 MULCHED SEEDING, R | | | 0031 621-06567 19.000 kL | 1.00000 19.00| 1.15000 21.85| 50.00000 950.00 WATER | | | 0032 621-06574 1050.000 m2 | 7.00000 7350.00| 4.00000 4200.00| 4.50000 4725.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,231.31 ROUTE : SR 16 CALL ORDER : 170 CONTRACT ID : R -24153-A COUNTIES : JASPER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1917625 |(3) 35-1817574 |ISOM, JACK CONSTRUCTION COMP|MILESTONE CONTRACTORS, L.P. |YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 622-52436 8.000 EACH| 30.00000 240.00| 22.50000 180.00| 100.00000 800.00 SIGN, DO NOT MOW OR SPRAY | | | 0034 714-26726 26.300 m | 2300.00000 60490.00| 2700.00000 71010.00| 2600.00000 68380.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0035 715-05169 29.500 m | 72.00000 2124.00| 92.00000 2714.00| 60.00000 1770.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0036 715-05212 3.100 m | 85.00000 263.50| 195.00000 604.50| 250.00000 775.00 PIPE, TYPE 4, CIRCULAR, 600 mm | | | 0037 715-05447 3.000 m | 200.00000 600.00| 225.00000 675.00| 600.00000 1800.00 PIPE, DRAIN TILE TERMINAL SECTION, 600 | | | mm | | | 0038 715-46005 4.000 EACH| 300.00000 1200.00| 255.00000 1020.00| 350.00000 1400.00 PIPE END SECTION, 375 mm | | | 0039 801-04308 4.000 EACH| 290.00000 1160.00| 134.00000 536.00| 138.00000 552.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 4.000 EACH| 140.00000 560.00| 44.50000 178.00| 46.00000 184.00 BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 190.00000 760.00| 55.50000 222.00| 57.00000 228.00 BARRICADE, IIIB | | | 0042 801-06625 30.000 EACH| 90.00000 2700.00| 60.00000 1800.00| 62.00000 1860.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 20.000 EACH| 110.00000 2200.00| 56.00000 1120.00| 57.00000 1140.00 CONSTRUCTION SIGN, A | | | 0044 801-06645 2.000 EACH| 85.00000 170.00| 22.50000 45.00| 23.00000 46.00 CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 3000.00000 3000.00| 3600.00000 3600.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0046 808-06712 250.000 m | 1.11000 277.50| 1.75000 437.50| 1.78000 445.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06713 500.000 m | 1.11000 555.00| 1.75000 875.00| 1.78000 890.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 621-01660 1564.000 m2 | 0.87000 1360.68| 1.00000 1564.00| 1.00000 1564.00 MULCHED SEEDING, LEGUME, 2 | | | SECTION TOTALS | $ 202,507.79| $ 211,993.35| $ 221,262.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 202,507.79| $ 211,993.35| $ 221,262.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,231.31 ROUTE : SR 16 CALL ORDER : 170 CONTRACT ID : R -24153-A COUNTIES : JASPER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 |(6) 35-1523985 |LAPORTE CONSTRUCTION COMPANY|ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 4.000 MOS | 1790.12000 7160.48| 600.00000 2400.00| 1200.00000 4800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5265.53000 5265.53| 2500.00000 2500.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18626.62000 18626.62| 12000.00000 12000.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1851.66000 1851.66| 4000.00000 4000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20006.71000 20006.71| 8000.00000 8000.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 885.500 m3 | 17.26000 15283.73| 13.00000 11511.50| 10.47000 9271.19 EXCAVATION, COMMON | | | 0007 203-51223 314.000 m3 | 12.00000 3768.00| 11.00000 3454.00| 10.45000 3281.30 EXCAVATION, WATERWAY | | | 0008 205-02229 156.000 m | 9.25000 1443.00| 7.00000 1092.00| 10.36000 1616.16 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 1.000 EACH| 95.00000 95.00| 110.00000 110.00| 150.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 230.000 m3 | 45.44000 10451.20| 33.00000 7590.00| 26.00000 5980.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 663.000 Mg | 19.48000 12915.24| 15.00000 9945.00| 15.40000 10210.20 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05468 71.100 Mg | 61.00000 4337.10| 76.00000 5403.60| 80.00000 5688.00 HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 48.000 Mg | 69.00000 3312.00| 76.00000 3648.00| 80.00000 3840.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 43.200 Mg | 88.00000 3801.60| 76.00000 3283.20| 800.00000 34560.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05481 149.000 Mg | 61.00000 9089.00| 76.00000 11324.00| 80.00000 11920.00 HMA BASE 25.0 mm, SHOULDER | | | 0016 404-05511 828.000 m2 | 3.50000 2898.00| 4.70000 3891.60| 1.20000 993.60 SEAL COAT, 2 | | | 0017 405-05518 828.000 m2 | 0.85000 703.80| 1.10000 910.80| 1.20000 993.60 ASPHALT FOR PRIME COAT | | | 0018 406-05521 875.000 m2 | 0.30000 262.50| 0.75000 656.25| 0.80000 700.00 ASPHALT FOR TACK COAT | | | 0019 601-02636 22.860 m | 41.00000 937.26| 43.00000 982.98| 46.00000 1051.56 GUARDRAIL, W BEAM, NESTED ,1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,231.31 ROUTE : SR 16 CALL ORDER : 170 CONTRACT ID : R -24153-A COUNTIES : JASPER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 |(6) 35-1523985 |LAPORTE CONSTRUCTION COMPANY|ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 4.000 EACH| 562.00000 2248.00| 590.00000 2360.00| 800.00000 3200.00 GUARDRAIL END TREATMENT, I | | | 0021 601-99105 150.495 m | 30.00000 4514.85| 31.60000 4755.64| 34.50000 5192.08 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 615-06490 10.000 EACH| 98.00000 980.00| 105.00000 1050.00| 120.00000 1200.00 RIGHT OF WAY MARKER | | | 0023 615-06505 4.000 EACH| 350.00000 1400.00| 340.00000 1360.00| 300.00000 1200.00 MONUMENT, B | | | 0024 615-06527 1.000 EACH| 250.00000 250.00| 365.00000 365.00| 600.00000 600.00 MONUMENT, SECTION CORNER | | | 0025 616-02320 867.100 m2 | 4.61000 3997.33| 3.80000 3294.98| 3.68000 3190.93 GEOTEXTILES | | | 0026 616-06405 326.000 Mg | 25.09000 8179.34| 22.00000 7172.00| 19.77000 6445.02 RIPRAP, REVETMENT | | | 0027 621-01004 2.000 EACH| 525.00000 1050.00| 550.00000 1100.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06548 0.500 kg | 55.00000 27.50| 57.00000 28.50| 70.00000 35.00 SEED MIXTURE, CV | | | 0030 621-06559 1365.000 m2 | 0.80000 1092.00| 0.85000 1160.25| 1.20000 1638.00 MULCHED SEEDING, R | | | 0031 621-06567 19.000 kL | 1.00000 19.00| 1.10000 20.90| 2.00000 38.00 WATER | | | 0032 621-06574 1050.000 m2 | 4.68000 4914.00| 3.70000 3885.00| 4.10000 4305.00 SODDING | | | 0033 622-52436 8.000 EACH| 23.00000 184.00| 24.00000 192.00| 25.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0034 714-26726 26.300 m | 2166.09000 56968.17| 3600.00000 94680.00| 2395.00000 62988.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0035 715-05169 29.500 m | 106.96000 3155.32| 170.00000 5015.00| 24.00000 708.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0036 715-05212 3.100 m | 230.28000 713.87| 330.00000 1023.00| 49.00000 151.90 PIPE, TYPE 4, CIRCULAR, 600 mm | | | 0037 715-05447 3.000 m | 240.07000 720.21| 35.00000 105.00| 200.00000 600.00 PIPE, DRAIN TILE TERMINAL SECTION, 600 | | | mm | | | 0038 715-46005 4.000 EACH| 426.95000 1707.80| 230.00000 920.00| 250.00000 1000.00 PIPE END SECTION, 375 mm | | | 0039 801-04308 4.000 EACH| 120.00000 480.00| 130.00000 520.00| 100.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,231.31 ROUTE : SR 16 CALL ORDER : 170 CONTRACT ID : R -24153-A COUNTIES : JASPER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 |(6) 35-1523985 |LAPORTE CONSTRUCTION COMPANY|ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06605 4.000 EACH| 40.00000 160.00| 50.00000 200.00| 100.00000 400.00 BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 50.00000 200.00| 60.00000 240.00| 100.00000 400.00 BARRICADE, IIIB | | | 0042 801-06625 30.000 EACH| 54.00000 1620.00| 65.00000 1950.00| 100.00000 3000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 20.000 EACH| 50.00000 1000.00| 80.00000 1600.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0044 801-06645 2.000 EACH| 20.00000 40.00| 22.00000 44.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 2477.97000 2477.97| 1000.00000 1000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0046 808-06712 250.000 m | 1.55000 387.50| 0.70000 175.00| 1.75000 437.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06713 500.000 m | 1.55000 775.00| 0.70000 350.00| 1.75000 875.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 621-01660 1564.000 m2 | 0.90000 1407.60| 1.00000 1564.00| 1.30000 2033.20 MULCHED SEEDING, LEGUME, 2 | | | SECTION TOTALS | $ 222,877.89| $ 228,833.20| $ 233,073.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 222,877.89| $ 228,833.20| $ 233,073.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,231.31 ROUTE : SR 16 CALL ORDER : 170 CONTRACT ID : R -24153-A COUNTIES : JASPER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1325036 | | |DEICHMAN EXCAVATING COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-01925 4.000 MOS | 1500.00000 6000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21670.84000 21670.84| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 885.500 m3 | 20.00000 17710.00| | EXCAVATION, COMMON | | | 0007 203-51223 314.000 m3 | 30.00000 9420.00| | EXCAVATION, WATERWAY | | | 0008 205-02229 156.000 m | 10.25000 1599.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 1.000 EACH| 105.00000 105.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 230.000 m3 | 30.00000 6900.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 663.000 Mg | 15.00000 9945.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05468 71.100 Mg | 67.00000 4763.70| | HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 48.000 Mg | 76.00000 3648.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 43.200 Mg | 98.00000 4233.60| | HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05481 149.000 Mg | 67.00000 9983.00| | HMA BASE 25.0 mm, SHOULDER | | | 0016 404-05511 828.000 m2 | 4.00000 3312.00| | SEAL COAT, 2 | | | 0017 405-05518 828.000 m2 | 0.95000 786.60| | ASPHALT FOR PRIME COAT | | | 0018 406-05521 875.000 m2 | 0.35000 306.25| | ASPHALT FOR TACK COAT | | | 0019 601-02636 22.860 m | 73.00000 1668.78| | GUARDRAIL, W BEAM, NESTED ,1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,231.31 ROUTE : SR 16 CALL ORDER : 170 CONTRACT ID : R -24153-A COUNTIES : JASPER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1325036 | | |DEICHMAN EXCAVATING COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 4.000 EACH| 650.00000 2600.00| | GUARDRAIL END TREATMENT, I | | | 0021 601-99105 150.495 m | 37.00000 5568.31| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 615-06490 10.000 EACH| 160.00000 1600.00| | RIGHT OF WAY MARKER | | | 0023 615-06505 4.000 EACH| 450.00000 1800.00| | MONUMENT, B | | | 0024 615-06527 1.000 EACH| 450.00000 450.00| | MONUMENT, SECTION CORNER | | | 0025 616-02320 867.100 m2 | 2.00000 1734.20| | GEOTEXTILES | | | 0026 616-06405 326.000 Mg | 25.00000 8150.00| | RIPRAP, REVETMENT | | | 0027 621-01004 2.000 EACH| 600.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06548 0.500 kg | 0.65000 0.32| | SEED MIXTURE, CV | | | 0030 621-06559 1365.000 m2 | 0.90000 1228.50| | MULCHED SEEDING, R | | | 0031 621-06567 19.000 kL | 1.10000 20.90| | WATER | | | 0032 621-06574 1050.000 m2 | 4.00000 4200.00| | SODDING | | | 0033 622-52436 8.000 EACH| 25.00000 200.00| | SIGN, DO NOT MOW OR SPRAY | | | 0034 714-26726 26.300 m | 2600.00000 68380.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0035 715-05169 29.500 m | 20.00000 590.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0036 715-05212 3.100 m | 25.00000 77.50| | PIPE, TYPE 4, CIRCULAR, 600 mm | | | 0037 715-05447 3.000 m | 400.00000 1200.00| | PIPE, DRAIN TILE TERMINAL SECTION, 600 | | | mm | | | 0038 715-46005 4.000 EACH| 300.00000 1200.00| | PIPE END SECTION, 375 mm | | | 0039 801-04308 4.000 EACH| 132.00000 528.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 170 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 232,231.31 ROUTE : SR 16 CALL ORDER : 170 CONTRACT ID : R -24153-A COUNTIES : JASPER LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1325036 | | |DEICHMAN EXCAVATING COMPANY,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06605 4.000 EACH| 45.00000 180.00| | BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 55.00000 220.00| | BARRICADE, IIIB | | | 0042 801-06625 30.000 EACH| 60.00000 1800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 20.000 EACH| 55.00000 1100.00| | CONSTRUCTION SIGN, A | | | 0044 801-06645 2.000 EACH| 22.00000 44.00| | CONSTRUCTION SIGN, B | | | 0045 801-06775 LUMP| 7500.00000 7500.00| | MAINTAINING TRAFFIC | | | 0046 808-06712 250.000 m | 1.75000 437.50| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0047 808-06713 500.000 m | 1.75000 875.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 621-01660 1564.000 m2 | 1.00000 1564.00| | MULCHED SEEDING, LEGUME, 2 | | | SECTION TOTALS | $ 240,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 240,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/10/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9920(034) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 943,418.22 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 952,980.23 101.0135% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,048,812.92 111.1715% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,082,971.95 114.7923% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-0918397 |BROOKS CONSTRUCTION COMPANY,|PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-01925 12.000 MOS | 850.00000 10200.00| 1482.00000 17784.00| 1400.00000 16800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 46200.00000 46200.00| 48000.00000 48000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 57000.00000 57000.00| 57600.00000 57600.00| 88000.00000 88000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 128.000 m2 | 7.85000 1004.80| 11.00000 1408.00| 17.50000 2240.00 PAVEMENT, REMOVE | | | 0006 202-02278 60.000 m | 6.50000 390.00| 17.50000 1050.00| 35.00000 2100.00 CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0008 202-51328 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 7500.00000 7500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0009 202-51330 LUMP| 8500.00000 8500.00| 8500.00000 8500.00| 8500.00000 8500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0010 202-91385 1.000 EACH| 200.00000 200.00| 140.00000 140.00| 700.00000 700.00 INLET, REMOVE | | | 0011 202-91840 33.000 m | 24.00000 792.00| 21.00000 693.00| 30.00000 990.00 FENCE, CHAIN LINK, REMOVE | | | 0012 203-02000 3320.000 m3 | 23.00000 76360.00| 12.00000 39840.00| 20.00000 66400.00 EXCAVATION, COMMON | | | 0013 203-02070 621.000 m3 | 14.00000 8694.00| 1.00000 621.00| 25.00000 15525.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-0918397 |BROOKS CONSTRUCTION COMPANY,|PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02224 8212.000 m | 4.95000 40649.40| 4.95000 40649.40| 4.95000 40649.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02237 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 50.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 210-03827 1.000 EACH| 1575.00000 1575.00| 4000.00000 4000.00| 2500.00000 2500.00 FOUNTAIN, DRINKING | | | 0017 211-02060 263.000 m3 | 40.00000 10520.00| 39.00000 10257.00| 25.00000 6575.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-04075 95.000 Mg | 21.50000 2042.50| 20.00000 1900.00| 36.00000 3420.00 COMPACTED AGGREGATE FOR SURFACE, 0, | | | SIZE NO. 73 | | | 0019 303-04853 766.000 Mg | 19.00000 14554.00| 25.00000 19150.00| 32.00000 24512.00 COMPACTED AGGREGATE , CRUSHED LIMESTONE | | | 0020 303-52308 2490.000 Mg | 13.00000 32370.00| 35.00000 87150.00| 30.00000 74700.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 402-05473 480.000 Mg | 45.60000 21888.00| 45.70000 21936.00| 46.00000 22080.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0022 402-05477 380.000 Mg | 50.00000 19000.00| 50.60000 19228.00| 53.00000 20140.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 406-05520 15.040 Mg | 150.00000 2256.00| 191.00000 2872.64| 250.00000 3760.00 ASPHALT FOR TACK COAT | | | 0024 501-05050 28.400 m2 | 45.00000 1278.00| 60.00000 1704.00| 65.00000 1846.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 150 mm | | | 0025 601-03871 8.000 EACH| 1950.00000 15600.00| 1130.00000 9040.00| 1950.00000 15600.00 RAILING, WOOD, END TREATMENT | | | 0026 601-03970 52.000 m | 150.00000 7800.00| 109.00000 5668.00| 150.00000 7800.00 RAILING, WOOD, 1.372 m | | | 0027 603-03829 15.000 m | 49.50000 742.50| 137.00000 2055.00| 137.00000 2055.00 FENCE , SPLIT RAIL | | | 0028 603-06050 4.000 EACH| 1125.00000 4500.00| 3350.00000 13400.00| 3350.00000 13400.00 GATE, FARM FIELD | | | 0029 603-92636 6.000 m | 83.00000 498.00| 83.00000 498.00| 83.00000 498.00 FENCE, CHAIN LINK, 1830 mm | | | 0030 604-04310 90.750 m2 | 59.40000 5390.55| 59.40000 5390.55| 62.82000 5700.92 CONCRETE PAVING, PATTERNED | | | 0031 604-06070 90.750 m2 | 51.00000 4628.25| 81.00000 7350.75| 85.00000 7713.75 SIDEWALK, CONCRETE TYPE I | | | 0032 604-91531 65.000 m2 | 33.30000 2164.50| 49.00000 3185.00| 37.50000 2437.50 SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-0918397 |BROOKS CONSTRUCTION COMPANY,|PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 605-06120 66.000 m | 44.00000 2904.00| 69.00000 4554.00| 92.50000 6105.00 CURB, CONCRETE | | | 0034 611-03671 3.000 EACH| 1300.00000 3900.00| 985.00000 2955.00| 1225.00000 3675.00 TRASH RECEPTACLE | | | 0035 611-03864 6.000 EACH| 800.00000 4800.00| 365.00000 2190.00| 450.00000 2700.00 BICYCLE RACK | | | 0036 611-96856 113.460 m2 | 41.00000 4651.86| 50.00000 5673.00| 61.03000 6924.46 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 616-06451 62.500 Mg | 32.00000 2000.00| 54.00000 3375.00| 35.00000 2187.50 RIPRAP, UNIFORM | | | 0038 619-51859 LUMP| 24300.00000 24300.00| 13700.00000 13700.00| 24300.00000 24300.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0039 619-61000 LUMP| 18000.00000 18000.00| 20240.00000 20240.00| 18000.00000 18000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0040 619-93423 LUMP| 7500.00000 7500.00| 12000.00000 12000.00| 3000.00000 3000.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0041 621-03423 0.331 ha | 13664.00000 4522.78| 13664.00000 4522.78| 13622.72000 4509.12 NATIVE GRASSES AND WILDFLOWERS | | | 0042 621-04316 200.000 m | 9.85000 1970.00| 9.85000 1970.00| 9.85000 1970.00 SPADE EDGE | | | 0043 621-04317 10168.000 m2 | 0.66000 6710.88| 0.66000 6710.88| 0.66000 6710.88 MULCHED SEEDING , HYDRO-SEED | | | 0044 621-06570 1187.000 m3 | 24.00000 28488.00| 28.00000 33236.00| 30.00000 35610.00 TOP SOIL | | | 0045 621-06574 1000.000 m2 | 3.60000 3600.00| 3.60000 3600.00| 3.60000 3600.00 SODDING | | | 0046 621-91019 5000.000 m2 | 1.50000 7500.00| 1.50000 7500.00| 1.50000 7500.00 STRAW MAT | | | 0047 621-98038 33.500 m3 | 65.00000 2177.50| 65.00000 2177.50| 65.00000 2177.50 MULCH, HARDWOOD SHREDDED BARK | | | 0048 622-05641 63.000 EACH| 75.00000 4725.00| 75.00000 4725.00| 75.00000 4725.00 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0049 622-05650 4.000 EACH| 375.00000 1500.00| 375.00000 1500.00| 375.00000 1500.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0050 622-05651 33.000 EACH| 500.00000 16500.00| 500.00000 16500.00| 500.00000 16500.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0051 622-05654 593.000 EACH| 16.75000 9932.75| 16.75000 9932.75| 16.75000 9932.75 PLANT, PERENNIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-0918397 |BROOKS CONSTRUCTION COMPANY,|PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 702-51005 75.840 m3 | 550.00000 41712.00| 550.00000 41712.00| 550.00000 41712.00 CONCRETE, A, SUBSTRUCTURE | | | 0053 703-51030 2360.000 kg | 1.60000 3776.00| 1.60000 3776.00| 1.60000 3776.00 REINFORCING STEEL | | | 0054 704-04850 85.800 m2 | 177.00000 15186.60| 167.00000 14328.60| 167.00000 14328.60 CONCRETE , REINFORCED, BRIDGE DECK | | | 0055 706-04683 54.000 m | 230.00000 12420.00| 230.00000 12420.00| 230.00000 12420.00 RAILING , WOOD, STR. NO. 2 | | | 0056 706-04683 68.400 m | 295.00000 20178.00| 295.00000 20178.00| 295.00000 20178.00 RAILING , WOOD, STR. NO. 3 | | | 0057 711-04845 LUMP| 78500.00000 78500.00| 78500.00000 78500.00| 78500.00000 78500.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | 0058 712-03812 17.000 EACH| 1200.00000 20400.00| 1320.00000 22440.00| 1424.62000 24218.54 BENCH | | | 0059 712-05098 106.000 EACH| 111.15000 11781.90| 111.00000 11766.00| 111.15000 11781.90 TIMBER , 2X12, 14 FT. | | | 0060 712-05098 36.000 EACH| 138.45000 4984.20| 138.50000 4986.00| 138.45000 4984.20 TIMBER , 2X12, 24 FT. | | | 0061 712-94080 170.000 m2 | 63.75000 10837.50| 63.75000 10837.50| 63.75000 10837.50 TIMBER DECK | | | 0065 715-46000 1.000 EACH| 245.00000 245.00| 509.00000 509.00| 300.00000 300.00 PIPE END SECTION, 300 mm | | | 0066 715-46010 1.000 EACH| 255.00000 255.00| 565.00000 565.00| 350.00000 350.00 PIPE END SECTION, 450 mm | | | 0067 720-04682 1.000 EACH| 1800.00000 1800.00| 1180.00000 1180.00| 1900.00000 1900.00 INLET , AREA (WITH TYPE 5 ALTERNATE | | | CASTING) | | | 0068 720-45045 1.000 EACH| 1700.00000 1700.00| 1076.00000 1076.00| 1800.00000 1800.00 INLET, J10 | | | 0069 732-96629 9.000 m | 35.00000 315.00| 88.00000 792.00| 50.00000 450.00 WATER LINE, 25 mm | | | 0070 801-06606 14.000 EACH| 200.00000 2800.00| 200.00000 2800.00| 200.00000 2800.00 BARRICADE, IIIB | | | 0071 801-06640 33.000 EACH| 190.00000 6270.00| 190.00000 6270.00| 190.00000 6270.00 CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP| 47000.00000 47000.00| 25000.00000 25000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0073 802-03865 36.000 m | 205.00000 7380.00| 205.00000 7380.00| 280.00000 10080.00 SIGN, TRAIL TRAFFIC | | | 0074 802-04314 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 375.00000 375.00 SIGN , BRIDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-0918397 |BROOKS CONSTRUCTION COMPANY,|PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 802-04314 5.000 EACH| 497.07000 2485.35| 497.00000 2485.00| 1069.00000 5345.00 SIGN , IDENTITY | | | 0076 802-04314 4.000 EACH| 2383.55000 9534.20| 2383.00000 9532.00| 4080.00000 16320.00 SIGN , INFORMATIVE | | | 0077 802-04314 10.000 EACH| 384.92000 3849.20| 385.00000 3850.00| 345.00000 3450.00 SIGN , TRAIL MARKER | | | 0078 802-76025 9.000 m2 | 99.18000 892.62| 99.00000 891.00| 99.18000 892.62 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0079 808-04211 5.000 EACH| 491.00000 2455.00| 491.00000 2455.00| 491.00000 2455.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (PEDX) | | | 0080 808-06714 270.000 m | 1.00000 270.00| 1.00000 270.00| 1.00000 270.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0081 808-75072 84.000 m | 5.92000 497.28| 5.90000 495.60| 5.92000 497.28 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0082 900-04999 237.000 EACH| 70.00000 16590.00| 86.00000 20382.00| 70.00000 16590.00 POST , WOOD | | | 0083 621-01004 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 622-05654 137.000 EACH| 22.50000 3082.50| 22.50000 3082.50| 22.50000 3082.50 PLANT, PERENNIAL , ORNAMENTAL GRASS, 2 | | | GAL. | | | 0085 715-05147 10.600 m | 51.00000 540.60| 46.00000 487.60| 95.00000 1007.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0086 715-05149 4.500 m | 66.00000 297.00| 53.00000 238.50| 170.00000 765.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0087 715-05152 15.000 m | 73.00000 1095.00| 66.00000 990.00| 260.00000 3900.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0088 616-04312 10404.000 m2 | 2.00000 20808.00| 1.17000 12172.68| 1.75000 18207.00 GEOTEXTILE FOR PAVEMENT STABILIZATION | | | SECTION TOTALS | $ 943,418.22| $ 952,980.23| $ 1,048,812.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 943,418.22| $ 952,980.23| $ 1,048,812.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-01925 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 38000.00000 38000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 58000.00000 58000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 64500.00000 64500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 128.000 m2 | 14.50000 1856.00| | PAVEMENT, REMOVE | | | 0006 202-02278 60.000 m | 24.00000 1440.00| | CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 1800.00000 1800.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0008 202-51328 LUMP| 9015.00000 9015.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0009 202-51330 LUMP| 10220.00000 10220.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0010 202-91385 1.000 EACH| 400.00000 400.00| | INLET, REMOVE | | | 0011 202-91840 33.000 m | 17.80000 587.40| | FENCE, CHAIN LINK, REMOVE | | | 0012 203-02000 3320.000 m3 | 18.00000 59760.00| | EXCAVATION, COMMON | | | 0013 203-02070 621.000 m3 | 17.00000 10557.00| | BORROW | | | 0014 205-02224 8212.000 m | 5.95000 48861.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02237 2.000 EACH| 60.00000 120.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 210-03827 1.000 EACH| 4300.00000 4300.00| | FOUNTAIN, DRINKING | | | 0017 211-02060 263.000 m3 | 17.00000 4471.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-04075 95.000 Mg | 22.00000 2090.00| | COMPACTED AGGREGATE FOR SURFACE, 0, | | | SIZE NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-04853 766.000 Mg | 21.00000 16086.00| | COMPACTED AGGREGATE , CRUSHED LIMESTONE | | | 0020 303-52308 2490.000 Mg | 15.50000 38595.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0021 402-05473 480.000 Mg | 41.00000 19680.00| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0022 402-05477 380.000 Mg | 49.00000 18620.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0023 406-05520 15.040 Mg | 200.00000 3008.00| | ASPHALT FOR TACK COAT | | | 0024 501-05050 28.400 m2 | 80.00000 2272.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 150 mm | | | 0025 601-03871 8.000 EACH| 1355.00000 10840.00| | RAILING, WOOD, END TREATMENT | | | 0026 601-03970 52.000 m | 130.00000 6760.00| | RAILING, WOOD, 1.372 m | | | 0027 603-03829 15.000 m | 165.00000 2475.00| | FENCE , SPLIT RAIL | | | 0028 603-06050 4.000 EACH| 4025.00000 16100.00| | GATE, FARM FIELD | | | 0029 603-92636 6.000 m | 110.00000 660.00| | FENCE, CHAIN LINK, 1830 mm | | | 0030 604-04310 90.750 m2 | 75.00000 6806.25| | CONCRETE PAVING, PATTERNED | | | 0031 604-06070 90.750 m2 | 90.00000 8167.50| | SIDEWALK, CONCRETE TYPE I | | | 0032 604-91531 65.000 m2 | 39.00000 2535.00| | SIDEWALK, CONCRETE, 100 mm | | | 0033 605-06120 66.000 m | 97.00000 6402.00| | CURB, CONCRETE | | | 0034 611-03671 3.000 EACH| 1600.00000 4800.00| | TRASH RECEPTACLE | | | 0035 611-03864 6.000 EACH| 2900.00000 17400.00| | BICYCLE RACK | | | 0036 611-96856 113.460 m2 | 55.00000 6240.30| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 616-06451 62.500 Mg | 35.00000 2187.50| | RIPRAP, UNIFORM | | | 0038 619-51859 LUMP| 10700.00000 10700.00| | PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 619-61000 LUMP| 24335.00000 24335.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0040 619-93423 LUMP| 14430.00000 14430.00| | POLLUTION CONTROL STRUCTURE NO. 2 | | | 0041 621-03423 0.331 ha | 16380.00000 5421.78| | NATIVE GRASSES AND WILDFLOWERS | | | 0042 621-04316 200.000 m | 11.85000 2370.00| | SPADE EDGE | | | 0043 621-04317 10168.000 m2 | 0.79000 8032.72| | MULCHED SEEDING , HYDRO-SEED | | | 0044 621-06570 1187.000 m3 | 22.00000 26114.00| | TOP SOIL | | | 0045 621-06574 1000.000 m2 | 5.00000 5000.00| | SODDING | | | 0046 621-91019 5000.000 m2 | 1.80000 9000.00| | STRAW MAT | | | 0047 621-98038 33.500 m3 | 78.00000 2613.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0048 622-05641 63.000 EACH| 75.00000 4725.00| | PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0049 622-05650 4.000 EACH| 450.00000 1800.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0050 622-05651 33.000 EACH| 600.00000 19800.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0051 622-05654 593.000 EACH| 20.00000 11860.00| | PLANT, PERENNIAL | | | 0052 702-51005 75.840 m3 | 660.00000 50054.40| | CONCRETE, A, SUBSTRUCTURE | | | 0053 703-51030 2360.000 kg | 1.90000 4484.00| | REINFORCING STEEL | | | 0054 704-04850 85.800 m2 | 200.00000 17160.00| | CONCRETE , REINFORCED, BRIDGE DECK | | | 0055 706-04683 54.000 m | 275.00000 14850.00| | RAILING , WOOD, STR. NO. 2 | | | 0056 706-04683 68.400 m | 355.00000 24282.00| | RAILING , WOOD, STR. NO. 3 | | | 0057 711-04845 LUMP| 104375.00000 104375.00| | BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 712-03812 17.000 EACH| 1455.00000 24735.00| | BENCH | | | 0059 712-05098 106.000 EACH| 133.00000 14098.00| | TIMBER , 2X12, 14 FT. | | | 0060 712-05098 36.000 EACH| 166.00000 5976.00| | TIMBER , 2X12, 24 FT. | | | 0061 712-94080 170.000 m2 | 76.00000 12920.00| | TIMBER DECK | | | 0065 715-46000 1.000 EACH| 300.00000 300.00| | PIPE END SECTION, 300 mm | | | 0066 715-46010 1.000 EACH| 330.00000 330.00| | PIPE END SECTION, 450 mm | | | 0067 720-04682 1.000 EACH| 1340.00000 1340.00| | INLET , AREA (WITH TYPE 5 ALTERNATE | | | CASTING) | | | 0068 720-45045 1.000 EACH| 1290.00000 1290.00| | INLET, J10 | | | 0069 732-96629 9.000 m | 70.00000 630.00| | WATER LINE, 25 mm | | | 0070 801-06606 14.000 EACH| 215.00000 3010.00| | BARRICADE, IIIB | | | 0071 801-06640 33.000 EACH| 320.00000 10560.00| | CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP| 27550.00000 27550.00| | MAINTAINING TRAFFIC | | | 0073 802-03865 36.000 m | 42.00000 1512.00| | SIGN, TRAIL TRAFFIC | | | 0074 802-04314 1.000 EACH| 900.00000 900.00| | SIGN , BRIDGE | | | 0075 802-04314 5.000 EACH| 1285.00000 6425.00| | SIGN , IDENTITY | | | 0076 802-04314 4.000 EACH| 4900.00000 19600.00| | SIGN , INFORMATIVE | | | 0077 802-04314 10.000 EACH| 415.00000 4150.00| | SIGN , TRAIL MARKER | | | 0078 802-76025 9.000 m2 | 115.00000 1035.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0079 808-04211 5.000 EACH| 990.00000 4950.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (PEDX) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 984,526.49 ROUTE : CALL ORDER : 180 CONTRACT ID : R -24278-A COUNTIES : ELKHART LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-06714 270.000 m | 1.30000 351.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0081 808-75072 84.000 m | 7.35000 617.40| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0082 900-04999 237.000 EACH| 84.00000 19908.00| | POST , WOOD | | | 0083 621-01004 2.000 EACH| 960.00000 1920.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 622-05654 137.000 EACH| 27.00000 3699.00| | PLANT, PERENNIAL , ORNAMENTAL GRASS, 2 | | | GAL. | | | 0085 715-05147 10.600 m | 125.00000 1325.00| | PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0086 715-05149 4.500 m | 285.00000 1282.50| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0087 715-05152 15.000 m | 310.00000 4650.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0088 616-04312 10404.000 m2 | 2.20000 22888.80| | GEOTEXTILE FOR PAVEMENT STABILIZATION | | | SECTION TOTALS | $ 1,082,971.95| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,082,971.95| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,325.75 ROUTE : 70 CALL ORDER : 210 CONTRACT ID : R -24381-A COUNTIES : HANCOCK MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 70-3(207) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 386,475.00 100.0000% 2 36-2668547 HARTMAN, KENNETH R., INC. $ 414,085.00 107.1440% 3 37-1215990 HUFF SEALING CORPORATION IRREGULAR BID $ 462,470.00 119.6636% 4 35-1479719 MILLER & SONS MASONRY, INC. $ 473,300.00 122.4658% ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2668547 |(3) 37-1215990 |RIETH RILEY CONSTRUCTION COM|HARTMAN, KENNETH R., INC. |HUFF SEALING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB CONCRETE PAVEMENT | | | 0001 105-01925 6.000 MOS | 2100.00000 12600.00| 415.00000 2490.00| 500.00000 3000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 500.00000 500.00| 0.00000 0.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15800.00000 15800.00| 8500.00000 8500.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 305-93341 24000.000 m | 3.60000 86400.00| 4.49000 107760.00| 4.36000 104640.00 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0005 305-93342 29000.000 m | 3.60000 104400.00| 4.49000 130210.00| 4.36000 126440.00 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0006 310-04013 200.000 m2 | 135.00000 27000.00| 155.00000 31000.00| 329.00000 65800.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0007 501-04966 1350.000 EACH| 60.00000 81000.00| 52.00000 70200.00| 46.90000 63315.00 DOWEL BAR | | | 0008 801-06640 25.000 EACH| 55.00000 1375.00| 77.00000 1925.00| 55.00000 1375.00 CONSTRUCTION SIGN, A | | | 0009 801-06710 50.000 DAY | 18.00000 900.00| 20.00000 1000.00| 18.00000 900.00 FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 5000.00000 5000.00| 19500.00000 19500.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0011 805-05406 2.000 EACH| 21000.00000 42000.00| 20500.00000 41000.00| 24000.00000 48000.00 DATA COLLECTION SITE , 4 LANE | | | SECTION TOTALS | $ 386,475.00| $ 414,085.00| $ 462,470.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 386,475.00| $ 414,085.00| $ 462,470.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 492,325.75 ROUTE : 70 CALL ORDER : 210 CONTRACT ID : R -24381-A COUNTIES : HANCOCK MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1479719 | | |MILLER & SONS MASONRY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB CONCRETE PAVEMENT | | | 0001 105-01925 6.000 MOS | 1700.00000 10200.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9500.00000 9500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17500.00000 17500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 305-93341 24000.000 m | 5.30000 127200.00| | SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0005 305-93342 29000.000 m | 5.70000 165300.00| | SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0006 310-04013 200.000 m2 | 95.00000 19000.00| | PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0007 501-04966 1350.000 EACH| 41.00000 55350.00| | DOWEL BAR | | | 0008 801-06640 25.000 EACH| 58.00000 1450.00| | CONSTRUCTION SIGN, A | | | 0009 801-06710 50.000 DAY | 36.00000 1800.00| | FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0011 805-05406 2.000 EACH| 23000.00000 46000.00| | DATA COLLECTION SITE , 4 LANE | | | SECTION TOTALS | $ 473,300.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,300.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N058(004) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,935,756.82 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 2,025,097.23 104.6152% 3 35-1068009 DYER CONSTRUCTION COMPANY, INC. $ 2,095,281.62 108.2409% 4 35-1212938 ATLAS EXCAVATING, INC. $ 2,128,122.78 109.9375% 5 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 2,199,000.25 113.5989% 6 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,281,610.94 117.8666% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1106884 |(3) 35-1068009 |WALSH & KELLY |ELLAS CONSTRUCTION COMPANY, |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-01925 14.000 MOS | 1500.00000 21000.00| 1500.00000 21000.00| 1700.00000 23800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 60000.00000 60000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 96500.00000 96500.00| 100000.00000 100000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-78515 LUMP| 1200.00000 1200.00| 1500.00000 1500.00| 1236.00000 1236.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0006 203-02000 16268.000 m3 | 10.00000 162680.00| 6.60000 107368.80| 11.45000 186268.60 EXCAVATION, COMMON | | | 0007 203-02045 11601.000 m3 | 3.00000 34803.00| 5.20000 60325.20| 5.25000 60905.25 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 205-02229 100.000 m | 10.65000 1065.00| 10.65000 1065.00| 11.75000 1175.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02232 30.000 m3 | 26.00000 780.00| 25.00000 750.00| 50.00000 1500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0010 205-02234 7.000 EACH| 70.00000 490.00| 70.00000 490.00| 77.00000 539.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02237 87.000 EACH| 40.00000 3480.00| 40.00000 3480.00| 44.00000 3828.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1106884 |(3) 35-1068009 |WALSH & KELLY |ELLAS CONSTRUCTION COMPANY, |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02050 1354.000 m3 | 10.00000 13540.00| 13.00000 17602.00| 26.75000 36219.50 B BORROW | | | 0013 211-02060 2132.000 m3 | 17.00000 36244.00| 17.00000 36244.00| 20.00000 42640.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 2369.000 Mg | 12.00000 28428.00| 15.00000 35535.00| 12.50000 29612.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 401-05437 9540.800 Mg | 28.00000 267142.40| 28.20000 269050.56| 29.00000 276683.20 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 4155.600 Mg | 29.00000 120512.40| 30.00000 124668.00| 30.85000 128200.26 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 402-05475 2896.200 Mg | 29.00000 83989.80| 30.50000 88334.10| 31.25000 90506.25 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0018 402-05477 1888.900 Mg | 36.00000 68000.40| 32.00000 60444.80| 33.20000 62711.48 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 145.000 Mg | 32.00000 4640.00| 38.00000 5510.00| 38.80000 5626.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 639.000 Mg | 36.00000 23004.00| 36.00000 23004.00| 37.00000 23643.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 405-05517 8.100 Mg | 200.00000 1620.00| 428.00000 3466.80| 440.00000 3564.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 27.800 Mg | 190.00000 5282.00| 330.00000 9174.00| 340.00000 9452.00 ASPHALT FOR TACK COAT | | | 0023 604-06069 68.000 m2 | 40.00000 2720.00| 110.00000 7480.00| 113.00000 7684.00 CURB RAMP, CONCRETE | | | 0024 604-06367 235.000 m | 0.80000 188.00| 2.35000 552.25| 2.40000 564.00 JOINT MATERIAL | | | 0025 604-91531 97.000 m2 | 27.00000 2619.00| 60.65000 5883.05| 62.50000 6062.50 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06120 601.000 m | 40.00000 24040.00| 26.00000 15626.00| 26.80000 16106.80 CURB, CONCRETE | | | 0027 605-06155 2789.000 m | 30.00000 83670.00| 28.00000 78092.00| 28.95000 80741.55 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0028 605-06275 14.200 m2 | 150.00000 2130.00| 125.00000 1775.00| 128.75000 1828.25 CENTER CURB, D, CONCRETE, MODIFIED | | | 0029 610-05527 199.500 Mg | 45.00000 8977.50| 55.00000 10972.50| 56.25000 11221.88 HMA FOR APPROACHES | | | 0030 611-06497 4.000 EACH| 110.00000 440.00| 120.00000 480.00| 200.00000 800.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 611-06498 1.000 EACH| 125.00000 125.00| 165.00000 165.00| 250.00000 250.00 MAILBOX ASSEMBLY, DOUBLE | | | 0032 611-95728 535.000 m2 | 60.00000 32100.00| 40.00000 21400.00| 40.35000 21587.25 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1106884 |(3) 35-1068009 |WALSH & KELLY |ELLAS CONSTRUCTION COMPANY, |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-96856 146.200 m2 | 45.00000 6579.00| 47.00000 6871.40| 48.45000 7083.39 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0034 615-06505 9.000 EACH| 200.00000 1800.00| 320.00000 2880.00| 500.00000 4500.00 MONUMENT, B | | | 0035 615-06527 1.000 EACH| 200.00000 200.00| 350.00000 350.00| 300.00000 300.00 MONUMENT, SECTION CORNER | | | 0036 616-02320 57.000 m2 | 2.55000 145.35| 3.00000 171.00| 5.00000 285.00 GEOTEXTILES | | | 0037 616-06406 44.000 m2 | 20.00000 880.00| 50.00000 2200.00| 40.00000 1760.00 RIPRAP, REVETMENT | | | 0038 621-06567 267.000 kL | 0.26000 69.42| 0.26000 69.42| 0.28600 76.36 WATER | | | 0039 621-06570 1506.000 m3 | 25.00000 37650.00| 15.00000 22590.00| 20.00000 30120.00 TOP SOIL | | | 0040 621-06575 14760.000 m2 | 3.00000 44280.00| 3.00000 44280.00| 3.30000 48708.00 SODDING, NURSERY | | | 0041 715-05024 176.100 m | 168.00000 29584.80| 180.00000 31698.00| 219.90000 38724.39 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0042 715-05053 62.000 m | 42.10000 2610.20| 50.00000 3100.00| 10.00000 620.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05147 1.000 m | 186.70000 186.70| 200.00000 200.00| 200.00000 200.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0044 715-05149 92.800 m | 94.20000 8741.76| 95.00000 8816.00| 106.10000 9846.08 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0045 715-05152 41.800 m | 108.20000 4522.76| 115.00000 4807.00| 127.85000 5344.13 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0046 715-05154 394.900 m | 122.60000 48414.74| 125.00000 49362.50| 138.90000 54851.61 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05169 18.000 m | 100.20000 1803.60| 105.00000 1890.00| 109.80000 1976.40 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-05697 715.400 m | 92.30000 66031.42| 95.00000 67963.00| 75.15000 53762.31 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0050 715-05708 278.200 m | 101.10000 28126.02| 110.00000 30602.00| 110.85000 30838.47 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0051 715-06359 29.400 m | 88.00000 2587.20| 95.00000 2793.00| 80.20000 2357.88 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 200 mm PIPE, REINFORCED CONCRETE, II, | | | D0.3=50, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1106884 |(3) 35-1068009 |WALSH & KELLY |ELLAS CONSTRUCTION COMPANY, |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-06361 116.800 m | 124.30000 14518.24| 130.00000 15184.00| 140.00000 16352.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 600 mm | | | 0053 715-46000 2.000 EACH| 350.00000 700.00| 360.00000 720.00| 715.00000 1430.00 PIPE END SECTION, 300 mm | | | 0054 715-46005 5.000 EACH| 385.00000 1925.00| 400.00000 2000.00| 780.00000 3900.00 PIPE END SECTION, 375 mm | | | 0055 715-46020 1.000 EACH| 490.00000 490.00| 500.00000 500.00| 910.00000 910.00 PIPE END SECTION, 600 mm | | | 0056 715-46040 1.000 EACH| 754.00000 754.00| 800.00000 800.00| 1430.00000 1430.00 PIPE END SECTION, 900 mm | | | 0057 715-98558 77.000 m | 166.50000 12820.50| 200.00000 15400.00| 125.00000 9625.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0058 718-94889 688.000 m3 | 20.00000 13760.00| 22.00000 15136.00| 26.80000 18438.40 AGGREGATE FOR UNDERDRAINS, 8 | | | 0059 718-99153 7368.000 m2 | 0.80000 5894.40| 1.00000 7368.00| 1.05000 7736.40 GEOTEXTILES FOR UNDERDRAIN | | | 0060 720-44000 5.000 EACH| 200.00000 1000.00| 220.00000 1100.00| 250.00000 1250.00 CASTING, ADJUST TO GRADE | | | 0061 720-45015 10.000 EACH| 997.00000 9970.00| 1100.00000 11000.00| 1120.00000 11200.00 INLET, A8 | | | 0062 720-45030 3.000 EACH| 850.00000 2550.00| 1000.00000 3000.00| 980.00000 2940.00 INLET, E7 | | | 0063 720-45035 4.000 EACH| 850.00000 3400.00| 1000.00000 4000.00| 980.00000 3920.00 INLET, F7 | | | 0064 720-45045 14.000 EACH| 1290.00000 18060.00| 1350.00000 18900.00| 1225.00000 17150.00 INLET, J10 | | | 0065 720-45055 27.000 EACH| 1240.00000 33480.00| 1300.00000 35100.00| 1225.00000 33075.00 INLET, M10 | | | 0066 720-45275 5.000 EACH| 732.00000 3660.00| 800.00000 4000.00| 950.00000 4750.00 PIPE CATCH BASIN, 600 mm | | | 0067 720-45410 12.000 EACH| 1365.00000 16380.00| 1450.00000 17400.00| 1140.00000 13680.00 MANHOLE, C4 | | | 0068 720-95422 4.000 EACH| 2000.00000 8000.00| 2200.00000 8800.00| 2725.00000 10900.00 MANHOLE, J4 | | | 0069 720-98174 4.000 EACH| 1815.00000 7260.00| 2000.00000 8000.00| 1750.00000 7000.00 INLET, B15 | | | 0070 720-98555 7.000 EACH| 1830.00000 12810.00| 2000.00000 14000.00| 1750.00000 12250.00 INLET, C15 | | | 0071 720-98625 1.000 EACH| 2400.00000 2400.00| 2500.00000 2500.00| 1935.00000 1935.00 MANHOLE, C4, DROP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1106884 |(3) 35-1068009 |WALSH & KELLY |ELLAS CONSTRUCTION COMPANY, |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-01349 7.000 m | 7.27000 50.89| 19.00000 133.00| 19.60000 137.20 TEMPORARY STOP LINE, 600 mm | | | 0073 801-04308 11.000 EACH| 260.00000 2860.00| 460.00000 5060.00| 475.00000 5225.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06606 25.000 EACH| 72.50000 1812.50| 240.00000 6000.00| 247.00000 6175.00 BARRICADE, IIIB | | | 0075 801-06608 4.000 EACH| 145.00000 580.00| 325.00000 1300.00| 335.00000 1340.00 BARRICADE, III, PERMANENT | | | 0076 801-06625 19.000 EACH| 50.00000 950.00| 55.00000 1045.00| 57.00000 1083.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 57.000 EACH| 94.25000 5372.25| 135.00000 7695.00| 139.00000 7923.00 CONSTRUCTION SIGN, A | | | 0078 801-06643 740.000 m | 2.84000 2101.60| 2.60000 1924.00| 2.70000 1998.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0079 801-06644 740.000 m | 2.84000 2101.60| 2.60000 1924.00| 2.70000 1998.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0080 801-06710 60.000 DAY | 18.00000 1080.00| 18.00000 1080.00| 18.55000 1113.00 FLASHING ARROW SIGN | | | 0081 801-06775 LUMP| 3000.00000 3000.00| 30000.00000 30000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0082 801-95997 822.000 m | 1.00000 822.00| 0.60000 493.20| 0.65000 534.30 TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 100 mm | | | 0083 801-96000 275.000 m | 1.00000 275.00| 0.60000 165.00| 0.65000 178.75 TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 100 mm | | | 0084 802-01986 3.300 m | 33.00000 108.90| 37.00000 122.10| 34.00000 112.20 POLE, STEEL GALVANIZED, 59.4 mm | | | 0085 802-02489 15.200 m | 33.00000 501.60| 52.00000 790.40| 34.00000 516.80 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0086 802-76025 4.110 m2 | 135.00000 554.85| 190.00000 780.90| 139.00000 571.29 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0087 802-76035 0.848 m2 | 138.67000 117.59| 1500.00000 1272.00| 144.00000 122.11 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0088 805-01816 6.000 EACH| 550.00000 3300.00| 830.00000 4980.00| 566.00000 3396.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1106884 |(3) 35-1068009 |WALSH & KELLY |ELLAS CONSTRUCTION COMPANY, |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 805-01828 8.000 EACH| 150.00000 1200.00| 200.00000 1600.00| 154.00000 1232.00 TRAFFIC SIGNAL HEAD, REALIGN | | | 0090 805-01836 1133.000 m | 2.00000 2266.00| 2.30000 2605.90| 2.10000 2379.30 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0091 805-01842 13.000 EACH| 550.00000 7150.00| 655.00000 8515.00| 566.00000 7358.00 HANDHOLE, SIGNAL | | | 0092 805-02037 1.000 EACH| 2425.00000 2425.00| 2000.00000 2000.00| 2498.00000 2498.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0093 805-02151 12.000 EACH| 400.00000 4800.00| 350.00000 4200.00| 412.00000 4944.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0094 805-03708 1.000 EACH| 2305.00000 2305.00| 1900.00000 1900.00| 2375.00000 2375.00 SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM | | | 0095 805-05698 2.000 EACH| 600.00000 1200.00| 630.00000 1260.00| 618.00000 1236.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0096 805-06362 1.000 EACH| 5050.00000 5050.00| 3300.00000 3300.00| 5200.00000 5200.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 10.7 m SIGNAL MAST ARM, 5.6 m LUMINAIRE | | | MAST ARM 10.5 m E.M.H. | | | 0097 805-06362 2.000 EACH| 3950.00000 7900.00| 3000.00000 6000.00| 4070.00000 8140.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 7.6 m SIGNAL MAST ARM, 4.0 m LUMINAIRE | | | MAST ARM 10.7 m E.M.H. | | | 0098 805-06362 1.000 EACH| 3960.00000 3960.00| 3150.00000 3150.00| 4080.00000 4080.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 7.6 m SIGNAL MAST ARM, 4.8 m LUMINAIRE | | | MAST ARM 10.7 E.M.H. | | | 0099 805-06362 1.000 EACH| 4160.00000 4160.00| 3500.00000 3500.00| 4285.00000 4285.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 7.6 m SIGNAL MAST ARM, 5.8 m LUMINAIRE | | | MAST ARM 10.7 E.M.H. | | | 0100 805-06362 1.000 EACH| 4530.00000 4530.00| 3300.00000 3300.00| 4665.00000 4665.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 9.1 m SIGNAL MAST ARM, 4.6 m LUMINAIRE | | | MAST ARM 10.7 E.M.H. | | | 0101 805-06592 990.000 m | 33.00000 32670.00| 28.00000 27720.00| 34.00000 33660.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0102 805-78060 1.000 EACH| 6500.00000 6500.00| 6200.00000 6200.00| 6695.00000 6695.00 CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1106884 |(3) 35-1068009 |WALSH & KELLY |ELLAS CONSTRUCTION COMPANY, |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 805-78100 1.000 EACH| 7500.00000 7500.00| 6500.00000 6500.00| 7725.00000 7725.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0104 805-78205 14.000 EACH| 380.00000 5320.00| 400.00000 5600.00| 390.00000 5460.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0105 805-78230 2.000 EACH| 390.00000 780.00| 650.00000 1300.00| 400.00000 800.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0106 805-78370 12.000 EACH| 125.00000 1500.00| 80.00000 960.00| 128.00000 1536.00 PEDESTRIAN PUSH BUTTON | | | 0107 805-78445 2.000 EACH| 450.00000 900.00| 420.00000 840.00| 463.00000 926.00 SIGNAL SERVICE | | | 0108 805-78467 50.000 m | 5.00000 250.00| 5.50000 275.00| 5.15000 257.50 SIGNAL CABLE, 3C 8GA. | | | 0109 805-78470 2054.000 m | 1.00000 2054.00| 1.30000 2670.20| 1.10000 2259.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0110 805-78480 372.000 m | 2.00000 744.00| 3.20000 1190.40| 2.10000 781.20 SIGNAL CABLE, 3C 14GA. | | | 0111 805-78485 834.000 m | 3.30000 2752.20| 3.60000 3002.40| 3.40000 2835.60 SIGNAL CABLE, 5C 14GA. | | | 0112 805-78490 129.000 m | 3.50000 451.50| 4.00000 516.00| 3.60000 464.40 SIGNAL CABLE, 7C 14GA. | | | 0114 805-78785 16.000 EACH| 400.00000 6400.00| 450.00000 7200.00| 412.00000 6592.00 SIGNAL DETECTOR HOUSING | | | 0115 805-78795 715.000 m | 30.00000 21450.00| 28.00000 20020.00| 31.00000 22165.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0116 805-78925 1.000 EACH| 700.00000 700.00| 680.00000 680.00| 720.00000 720.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0117 805-78930 1.000 EACH| 650.00000 650.00| 630.00000 630.00| 670.00000 670.00 CONTROLLER CABINET FOUNDATION, M | | | 0118 805-86810 1.000 EACH| 2800.00000 2800.00| 3200.00000 3200.00| 2884.00000 2884.00 SERVICE POINT, II | | | 0119 805-86889 1295.000 m | 1.65000 2136.75| 1.00000 1295.00| 1.70000 2201.50 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0120 805-86910 35.000 EACH| 25.00000 875.00| 25.00000 875.00| 25.75000 901.25 CONNECTOR KIT, UNFUSED | | | 0121 805-86915 35.000 EACH| 28.00000 980.00| 25.00000 875.00| 28.85000 1009.75 CONNECTOR KIT, FUSED | | | 0122 805-86920 93.000 EACH| 20.00000 1860.00| 15.00000 1395.00| 20.60000 1915.80 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1106884 |(3) 35-1068009 |WALSH & KELLY |ELLAS CONSTRUCTION COMPANY, |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 805-86925 16.000 EACH| 35.00000 560.00| 26.00000 416.00| 36.00000 576.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0124 805-86930 70.000 EACH| 15.00000 1050.00| 11.00000 770.00| 15.50000 1085.00 INSULATING LINK, NOT WATERPROOFED | | | 0125 805-86935 24.000 EACH| 25.00000 600.00| 21.00000 504.00| 25.75000 618.00 INSULATING LINK, WATERPROOFED | | | 0126 805-92504 8.000 EACH| 200.00000 1600.00| 230.00000 1840.00| 206.00000 1648.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0127 805-98335 3114.000 m | 12.50000 38925.00| 12.30000 38302.20| 12.85000 40014.90 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0128 805-98336 228.000 m | 12.50000 2850.00| 12.00000 2736.00| 12.85000 2929.80 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0129 807-02191 4.000 EACH| 550.00000 2200.00| 580.00000 2320.00| 566.00000 2264.00 HANDHOLE, LIGHTING | | | 0130 807-02193 31.000 EACH| 550.00000 17050.00| 770.00000 23870.00| 566.00000 17546.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0131 807-83644 1.000 EACH| 870.00000 870.00| 850.00000 850.00| 896.00000 896.00 LIGHT POLE, 11.0 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | 0132 807-83648 1.000 EACH| 875.00000 875.00| 860.00000 860.00| 900.00000 900.00 LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0133 807-83652 28.000 EACH| 875.00000 24500.00| 900.00000 25200.00| 900.00000 25200.00 LIGHT POLE, 11.0 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0134 807-83658 1.000 EACH| 965.00000 965.00| 950.00000 950.00| 995.00000 995.00 LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0135 807-86615 37.000 EACH| 200.00000 7400.00| 190.00000 7030.00| 205.00000 7585.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0136 807-86950 1.000 EACH| 60.00000 60.00| 12.50000 12.50| 62.00000 62.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0137 808-06701 593.000 m | 0.98000 581.14| 1.15000 681.95| 1.05000 622.65 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1106884 |(3) 35-1068009 |WALSH & KELLY |ELLAS CONSTRUCTION COMPANY, |DYER CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 808-06703 452.000 m | 0.98000 442.96| 1.15000 519.80| 1.05000 474.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0139 808-06713 1974.000 m | 0.36000 710.64| 0.60000 1184.40| 0.37000 730.38 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0140 808-75245 3118.000 m | 0.98000 3055.64| 1.00000 3118.00| 1.05000 3273.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0142 808-75297 91.000 m | 9.05000 823.55| 11.50000 1046.50| 9.35000 850.85 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0143 808-75300 270.000 m | 2.25000 607.50| 1.75000 472.50| 2.35000 634.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0144 808-75320 17.000 EACH| 48.85000 830.45| 45.00000 765.00| 50.30000 855.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0145 808-75325 14.000 EACH| 70.60000 988.40| 55.00000 770.00| 72.75000 1018.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0146 808-75998 307.000 EACH| 26.50000 8135.50| 26.50000 8135.50| 27.30000 8381.10 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0147 715-05048 3046.000 m | 18.00000 54828.00| 18.00000 54828.00| 8.25000 25129.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0148 808-75272 164.000 m | 9.05000 1484.20| 11.50000 1886.00| 9.35000 1533.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | SECTION TOTALS | $ 1,935,756.82| $ 2,025,097.23| $ 2,095,281.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,935,756.82| $ 2,025,097.23| $ 2,095,281.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035700 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-01925 14.000 MOS | 700.00000 9800.00| 1200.00000 16800.00| 3950.00000 55300.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 28000.00000 28000.00| 7000.00000 7000.00| 28823.00000 28823.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 142200.00000 142200.00| 110879.00000 110879.00| 215000.00000 215000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 32800.00000 32800.00| 24500.00000 24500.00| 27961.07000 27961.07 CLEARING RIGHT OF WAY | | | 0005 202-78515 LUMP| 2100.00000 2100.00| 2040.00000 2040.00| 1200.00000 1200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0006 203-02000 16268.000 m3 | 9.00000 146412.00| 12.50000 203350.00| 11.45000 186268.60 EXCAVATION, COMMON | | | 0007 203-02045 11601.000 m3 | 3.40000 39443.40| 6.85000 79466.85| 6.26000 72622.26 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 205-02229 100.000 m | 10.00000 1000.00| 10.65000 1065.00| 10.65000 1065.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02232 30.000 m3 | 42.00000 1260.00| 130.00000 3900.00| 13.37000 401.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0010 205-02234 7.000 EACH| 95.00000 665.00| 70.00000 490.00| 7.00000 49.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02237 87.000 EACH| 75.00000 6525.00| 40.00000 3480.00| 40.00000 3480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 211-02050 1354.000 m3 | 19.00000 25726.00| 14.00000 18956.00| 21.15000 28637.10 B BORROW | | | 0013 211-02060 2132.000 m3 | 23.50000 50102.00| 16.00000 34112.00| 20.50000 43706.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 2369.000 Mg | 10.80000 25585.20| 14.20000 33639.80| 15.50000 36719.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 401-05437 9540.800 Mg | 29.20000 278591.36| 33.15000 316277.52| 28.20000 269050.56 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 4155.600 Mg | 31.00000 128823.60| 33.30000 138381.48| 29.95000 124460.22 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 402-05475 2896.200 Mg | 31.50000 91230.30| 31.10000 90071.82| 30.35000 87899.67 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0018 402-05477 1888.900 Mg | 33.30000 62900.37| 34.15000 64505.94| 32.25000 60917.03 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035700 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05481 145.000 Mg | 38.70000 5611.50| 35.20000 5104.00| 37.70000 5466.50 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 639.000 Mg | 37.00000 23643.00| 34.55000 22077.45| 36.00000 23004.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 405-05517 8.100 Mg | 440.00000 3564.00| 450.00000 3645.00| 428.00000 3466.80 ASPHALT FOR PRIME COAT | | | 0022 406-05520 27.800 Mg | 340.00000 9452.00| 425.00000 11815.00| 330.00000 9174.00 ASPHALT FOR TACK COAT | | | 0023 604-06069 68.000 m2 | 80.00000 5440.00| 36.75000 2499.00| 110.00000 7480.00 CURB RAMP, CONCRETE | | | 0024 604-06367 235.000 m | 4.30000 1010.50| 6.50000 1527.50| 2.35000 552.25 JOINT MATERIAL | | | 0025 604-91531 97.000 m2 | 53.00000 5141.00| 36.75000 3564.75| 60.65000 5883.05 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06120 601.000 m | 30.00000 18030.00| 41.70000 25061.70| 26.05000 15656.05 CURB, CONCRETE | | | 0027 605-06155 2789.000 m | 28.00000 78092.00| 33.95000 94686.55| 28.10000 78370.90 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0028 605-06275 14.200 m2 | 105.00000 1491.00| 120.00000 1704.00| 125.00000 1775.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0029 610-05527 199.500 Mg | 57.00000 11371.50| 44.00000 8778.00| 54.60000 10892.70 HMA FOR APPROACHES | | | 0030 611-06497 4.000 EACH| 140.00000 560.00| 150.00000 600.00| 164.91000 659.64 MAILBOX ASSEMBLY, SINGLE | | | 0031 611-06498 1.000 EACH| 180.00000 180.00| 250.00000 250.00| 295.45000 295.45 MAILBOX ASSEMBLY, DOUBLE | | | 0032 611-95728 535.000 m2 | 47.00000 25145.00| 42.30000 22630.50| 39.20000 20972.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0033 611-96856 146.200 m2 | 49.00000 7163.80| 41.80000 6111.16| 47.05000 6878.71 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0034 615-06505 9.000 EACH| 330.00000 2970.00| 300.00000 2700.00| 247.16000 2224.44 MONUMENT, B | | | 0035 615-06527 1.000 EACH| 360.00000 360.00| 400.00000 400.00| 247.16000 247.16 MONUMENT, SECTION CORNER | | | 0036 616-02320 57.000 m2 | 5.50000 313.50| 3.00000 171.00| 4.00000 228.00 GEOTEXTILES | | | 0037 616-06406 44.000 m2 | 33.00000 1452.00| 22.15000 974.60| 70.00000 3080.00 RIPRAP, REVETMENT | | | 0038 621-06567 267.000 kL | 0.30000 80.10| 0.26000 69.42| 0.26000 69.42 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035700 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06570 1506.000 m3 | 17.00000 25602.00| 27.30000 41113.80| 26.89000 40496.34 TOP SOIL | | | 0040 621-06575 14760.000 m2 | 3.10000 45756.00| 3.00000 44280.00| 3.00000 44280.00 SODDING, NURSERY | | | 0041 715-05024 176.100 m | 208.00000 36628.80| 272.00000 47899.20| 210.00000 36981.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0042 715-05053 62.000 m | 45.00000 2790.00| 39.40000 2442.80| 58.50000 3627.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05147 1.000 m | 316.00000 316.00| 500.00000 500.00| 90.00000 90.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0044 715-05149 92.800 m | 101.00000 9372.80| 84.00000 7795.20| 70.00000 6496.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0045 715-05152 41.800 m | 112.00000 4681.60| 138.00000 5768.40| 95.00000 3971.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0046 715-05154 394.900 m | 133.00000 52521.70| 145.00000 57260.50| 130.00000 51337.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05169 18.000 m | 104.00000 1872.00| 118.00000 2124.00| 85.00000 1530.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-05697 715.400 m | 101.00000 72255.40| 84.00000 60093.60| 70.00000 50078.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0050 715-05708 278.200 m | 105.00000 29211.00| 118.00000 32827.60| 90.00000 25038.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0051 715-06359 29.400 m | 101.00000 2969.40| 84.00000 2469.60| 90.00000 2646.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 200 mm PIPE, REINFORCED CONCRETE, II, | | | D0.3=50, 200 mm | | | 0052 715-06361 116.800 m | 132.00000 15417.60| 145.00000 16936.00| 150.00000 17520.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 600 mm | | | 0053 715-46000 2.000 EACH| 190.00000 380.00| 370.00000 740.00| 750.00000 1500.00 PIPE END SECTION, 300 mm | | | 0054 715-46005 5.000 EACH| 250.00000 1250.00| 435.00000 2175.00| 775.00000 3875.00 PIPE END SECTION, 375 mm | | | 0055 715-46020 1.000 EACH| 475.00000 475.00| 535.00000 535.00| 1300.00000 1300.00 PIPE END SECTION, 600 mm | | | 0056 715-46040 1.000 EACH| 800.00000 800.00| 955.00000 955.00| 1750.00000 1750.00 PIPE END SECTION, 900 mm | | | 0057 715-98558 77.000 m | 290.00000 22330.00| 221.75000 17074.75| 250.00000 19250.00 PIPE, SLOTTED DRAIN, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035700 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 718-94889 688.000 m3 | 50.00000 34400.00| 21.65000 14895.20| 30.00000 20640.00 AGGREGATE FOR UNDERDRAINS, 8 | | | 0059 718-99153 7368.000 m2 | 1.50000 11052.00| 0.85000 6262.80| 1.50000 11052.00 GEOTEXTILES FOR UNDERDRAIN | | | 0060 720-44000 5.000 EACH| 250.00000 1250.00| 375.00000 1875.00| 525.00000 2625.00 CASTING, ADJUST TO GRADE | | | 0061 720-45015 10.000 EACH| 1000.00000 10000.00| 1140.00000 11400.00| 1500.00000 15000.00 INLET, A8 | | | 0062 720-45030 3.000 EACH| 850.00000 2550.00| 980.00000 2940.00| 1500.00000 4500.00 INLET, E7 | | | 0063 720-45035 4.000 EACH| 850.00000 3400.00| 1025.00000 4100.00| 1550.00000 6200.00 INLET, F7 | | | 0064 720-45045 14.000 EACH| 1100.00000 15400.00| 1200.00000 16800.00| 1200.00000 16800.00 INLET, J10 | | | 0065 720-45055 27.000 EACH| 1100.00000 29700.00| 1400.00000 37800.00| 1350.00000 36450.00 INLET, M10 | | | 0066 720-45275 5.000 EACH| 650.00000 3250.00| 720.00000 3600.00| 1100.00000 5500.00 PIPE CATCH BASIN, 600 mm | | | 0067 720-45410 12.000 EACH| 1560.00000 18720.00| 1600.00000 19200.00| 1750.00000 21000.00 MANHOLE, C4 | | | 0068 720-95422 4.000 EACH| 2000.00000 8000.00| 2350.00000 9400.00| 3000.00000 12000.00 MANHOLE, J4 | | | 0069 720-98174 4.000 EACH| 1700.00000 6800.00| 1690.00000 6760.00| 2000.00000 8000.00 INLET, B15 | | | 0070 720-98555 7.000 EACH| 1700.00000 11900.00| 1690.00000 11830.00| 1900.00000 13300.00 INLET, C15 | | | 0071 720-98625 1.000 EACH| 3000.00000 3000.00| 3500.00000 3500.00| 3000.00000 3000.00 MANHOLE, C4, DROP | | | 0072 801-01349 7.000 m | 4.70000 32.90| 19.00000 133.00| 18.10000 126.70 TEMPORARY STOP LINE, 600 mm | | | 0073 801-04308 11.000 EACH| 270.00000 2970.00| 460.00000 5060.00| 260.00000 2860.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06606 25.000 EACH| 175.00000 4375.00| 240.00000 6000.00| 165.00000 4125.00 BARRICADE, IIIB | | | 0075 801-06608 4.000 EACH| 245.00000 980.00| 325.00000 1300.00| 235.00000 940.00 BARRICADE, III, PERMANENT | | | 0076 801-06625 19.000 EACH| 55.00000 1045.00| 55.00000 1045.00| 50.00000 950.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 57.000 EACH| 115.00000 6555.00| 135.00000 7695.00| 94.25000 5372.25 CONSTRUCTION SIGN, A | | | 0078 801-06643 740.000 m | 2.70000 1998.00| 2.60000 1924.00| 2.63000 1946.20 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035700 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06644 740.000 m | 2.70000 1998.00| 2.60000 1924.00| 2.63000 1946.20 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0080 801-06710 60.000 DAY | 19.00000 1140.00| 18.00000 1080.00| 18.00000 1080.00 FLASHING ARROW SIGN | | | 0081 801-06775 LUMP| 55000.00000 55000.00| 19000.00000 19000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0082 801-95997 822.000 m | 2.70000 2219.40| 0.60000 493.20| 2.63000 2161.86 TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 100 mm | | | 0083 801-96000 275.000 m | 2.70000 742.50| 0.60000 165.00| 2.63000 723.25 TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 100 mm | | | 0084 802-01986 3.300 m | 38.00000 125.40| 37.00000 122.10| 10.00000 33.00 POLE, STEEL GALVANIZED, 59.4 mm | | | 0085 802-02489 15.200 m | 54.00000 820.80| 52.00000 790.40| 25.33000 385.02 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0086 802-76025 4.110 m2 | 195.00000 801.45| 187.00000 768.57| 135.68000 557.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0087 802-76035 0.848 m2 | 1550.00000 1314.40| 1476.00000 1251.65| 144.89000 122.87 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0088 805-01816 6.000 EACH| 860.00000 5160.00| 830.00000 4980.00| 550.00000 3300.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0089 805-01828 8.000 EACH| 207.00000 1656.00| 200.00000 1600.00| 150.00000 1200.00 TRAFFIC SIGNAL HEAD, REALIGN | | | 0090 805-01836 1133.000 m | 2.40000 2719.20| 2.30000 2605.90| 2.00000 2266.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0091 805-01842 13.000 EACH| 680.00000 8840.00| 655.00000 8515.00| 550.00000 7150.00 HANDHOLE, SIGNAL | | | 0092 805-02037 1.000 EACH| 2050.00000 2050.00| 1995.00000 1995.00| 2425.00000 2425.00 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0093 805-02151 12.000 EACH| 370.00000 4440.00| 354.00000 4248.00| 400.00000 4800.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0094 805-03708 1.000 EACH| 2015.00000 2015.00| 1941.00000 1941.00| 2305.00000 2305.00 SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035700 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 805-05698 2.000 EACH| 655.00000 1310.00| 630.00000 1260.00| 600.00000 1200.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0096 805-06362 1.000 EACH| 3400.00000 3400.00| 3279.00000 3279.00| 5050.00000 5050.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 10.7 m SIGNAL MAST ARM, 5.6 m LUMINAIRE | | | MAST ARM 10.5 m E.M.H. | | | 0097 805-06362 2.000 EACH| 3140.00000 6280.00| 3033.00000 6066.00| 3950.00000 7900.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 7.6 m SIGNAL MAST ARM, 4.0 m LUMINAIRE | | | MAST ARM 10.7 m E.M.H. | | | 0098 805-06362 1.000 EACH| 3250.00000 3250.00| 3140.00000 3140.00| 3960.00000 3960.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 7.6 m SIGNAL MAST ARM, 4.8 m LUMINAIRE | | | MAST ARM 10.7 E.M.H. | | | 0099 805-06362 1.000 EACH| 3585.00000 3585.00| 3460.00000 3460.00| 4160.00000 4160.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 7.6 m SIGNAL MAST ARM, 5.8 m LUMINAIRE | | | MAST ARM 10.7 E.M.H. | | | 0100 805-06362 1.000 EACH| 3430.00000 3430.00| 3310.00000 3310.00| 4530.00000 4530.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 9.1 m SIGNAL MAST ARM, 4.6 m LUMINAIRE | | | MAST ARM 10.7 E.M.H. | | | 0101 805-06592 990.000 m | 29.10000 28809.00| 28.10000 27819.00| 33.00000 32670.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0102 805-78060 1.000 EACH| 6400.00000 6400.00| 6153.00000 6153.00| 6500.00000 6500.00 CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0103 805-78100 1.000 EACH| 6735.00000 6735.00| 6500.00000 6500.00| 7500.00000 7500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0104 805-78205 14.000 EACH| 420.00000 5880.00| 404.00000 5656.00| 380.00000 5320.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0105 805-78230 2.000 EACH| 670.00000 1340.00| 647.00000 1294.00| 390.00000 780.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0106 805-78370 12.000 EACH| 82.00000 984.00| 79.00000 948.00| 125.00000 1500.00 PEDESTRIAN PUSH BUTTON | | | 0107 805-78445 2.000 EACH| 436.00000 872.00| 421.00000 842.00| 450.00000 900.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035700 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 805-78467 50.000 m | 5.80000 290.00| 5.50000 275.00| 5.00000 250.00 SIGNAL CABLE, 3C 8GA. | | | 0109 805-78470 2054.000 m | 1.40000 2875.60| 1.30000 2670.20| 1.00000 2054.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0110 805-78480 372.000 m | 3.30000 1227.60| 3.20000 1190.40| 2.00000 744.00 SIGNAL CABLE, 3C 14GA. | | | 0111 805-78485 834.000 m | 3.70000 3085.80| 3.60000 3002.40| 3.30000 2752.20 SIGNAL CABLE, 5C 14GA. | | | 0112 805-78490 129.000 m | 4.10000 528.90| 3.94000 508.26| 3.50000 451.50 SIGNAL CABLE, 7C 14GA. | | | 0114 805-78785 16.000 EACH| 465.00000 7440.00| 449.00000 7184.00| 400.00000 6400.00 SIGNAL DETECTOR HOUSING | | | 0115 805-78795 715.000 m | 29.00000 20735.00| 27.54000 19691.10| 30.00000 21450.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0116 805-78925 1.000 EACH| 705.00000 705.00| 680.00000 680.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0117 805-78930 1.000 EACH| 655.00000 655.00| 631.00000 631.00| 650.00000 650.00 CONTROLLER CABINET FOUNDATION, M | | | 0118 805-86810 1.000 EACH| 3290.00000 3290.00| 3177.00000 3177.00| 2800.00000 2800.00 SERVICE POINT, II | | | 0119 805-86889 1295.000 m | 1.10000 1424.50| 0.98000 1269.10| 1.65000 2136.75 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0120 805-86910 35.000 EACH| 36.00000 1260.00| 25.00000 875.00| 25.00000 875.00 CONNECTOR KIT, UNFUSED | | | 0121 805-86915 35.000 EACH| 26.00000 910.00| 25.00000 875.00| 28.00000 980.00 CONNECTOR KIT, FUSED | | | 0122 805-86920 93.000 EACH| 15.50000 1441.50| 15.00000 1395.00| 20.00000 1860.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0123 805-86925 16.000 EACH| 27.00000 432.00| 26.00000 416.00| 35.00000 560.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0124 805-86930 70.000 EACH| 11.50000 805.00| 11.00000 770.00| 15.00000 1050.00 INSULATING LINK, NOT WATERPROOFED | | | 0125 805-86935 24.000 EACH| 21.80000 523.20| 21.00000 504.00| 25.00000 600.00 INSULATING LINK, WATERPROOFED | | | 0126 805-92504 8.000 EACH| 240.00000 1920.00| 231.00000 1848.00| 200.00000 1600.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0127 805-98335 3114.000 m | 12.80000 39859.20| 12.30000 38302.20| 12.50000 38925.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035700 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 805-98336 228.000 m | 12.50000 2850.00| 12.00000 2736.00| 12.50000 2850.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0129 807-02191 4.000 EACH| 600.00000 2400.00| 577.00000 2308.00| 550.00000 2200.00 HANDHOLE, LIGHTING | | | 0130 807-02193 31.000 EACH| 800.00000 24800.00| 771.00000 23901.00| 550.00000 17050.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0131 807-83644 1.000 EACH| 880.00000 880.00| 850.00000 850.00| 870.00000 870.00 LIGHT POLE, 11.0 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | 0132 807-83648 1.000 EACH| 895.00000 895.00| 861.00000 861.00| 875.00000 875.00 LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0133 807-83652 28.000 EACH| 930.00000 26040.00| 895.00000 25060.00| 875.00000 24500.00 LIGHT POLE, 11.0 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0134 807-83658 1.000 EACH| 980.00000 980.00| 942.00000 942.00| 965.00000 965.00 LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0135 807-86615 37.000 EACH| 200.00000 7400.00| 190.00000 7030.00| 200.00000 7400.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0136 807-86950 1.000 EACH| 13.00000 13.00| 12.50000 12.50| 60.00000 60.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0137 808-06701 593.000 m | 1.10000 652.30| 0.98000 581.14| 0.98000 581.14 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0138 808-06703 452.000 m | 1.10000 497.20| 0.98000 442.96| 0.98000 442.96 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0139 808-06713 1974.000 m | 0.40000 789.60| 0.36000 710.64| 0.36000 710.64 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0140 808-75245 3118.000 m | 1.10000 3429.80| 0.98000 3055.64| 0.98000 3055.64 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0142 808-75297 91.000 m | 9.40000 855.40| 9.05000 823.55| 9.05000 823.55 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0143 808-75300 270.000 m | 2.35000 634.50| 2.25000 607.50| 2.25000 607.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 220 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,327,825.38 ROUTE : CITY STREET CALL ORDER : 220 CONTRACT ID : R -24412-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1035700 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |BUCKO CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 808-75320 17.000 EACH| 51.00000 867.00| 48.85000 830.45| 48.85000 830.45 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0145 808-75325 14.000 EACH| 73.00000 1022.00| 70.60000 988.40| 70.60000 988.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0146 808-75998 307.000 EACH| 28.00000 8596.00| 26.50000 8135.50| 26.50000 8135.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0147 715-05048 3046.000 m | 4.60000 14011.60| 10.30000 31373.80| 18.00000 54828.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0148 808-75272 164.000 m | 9.40000 1541.60| 9.05000 1484.20| 9.05000 1484.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | SECTION TOTALS | $ 2,128,122.78| $ 2,199,000.25| $ 2,281,610.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,128,122.78| $ 2,199,000.25| $ 2,281,610.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 131,316.02 ROUTE : I-65 CALL ORDER : 230 CONTRACT ID : R -24512-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-6508 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 111,882.05 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 143,787.75 128.5172% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 184,571.45 164.9696% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION COMPANY, |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASHPALT RESURFACE | | | 0001 110-01001 LUMP| 5200.00000 5200.00| 7000.00000 7000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 12793.000 m2 | 1.60000 20468.80| 3.00000 38379.00| 4.40000 56289.20 SURFACE MILLING, ASPHALT | | | 0003 305-05204 14.000 Mg | 190.00000 2660.00| 150.00000 2100.00| 430.00000 6020.00 HMA FOR PATCHING | | | 0004 305-93342 49.000 m | 125.00000 6125.00| 75.00000 3675.00| 30.50000 1494.50 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0005 401-05456 1222.000 Mg | 47.00000 57434.00| 65.00000 79430.00| 63.00000 76986.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 3.700 Mg | 800.00000 2960.00| 200.00000 740.00| 1450.00000 5365.00 ASPHALT FOR TACK COAT | | | 0007 801-06046 232.000 m | 5.00000 1160.00| 2.50000 580.00| 3.50000 812.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm , BROKEN | | | 0008 801-06640 28.000 EACH| 70.00000 1960.00| 50.00000 1400.00| 60.00000 1680.00 CONSTRUCTION SIGN, A | | | 0009 801-06645 2.000 EACH| 40.00000 80.00| 35.00000 70.00| 42.00000 84.00 CONSTRUCTION SIGN, B | | | 0010 801-06710 15.000 DAY | 20.00000 300.00| 18.00000 270.00| 21.00000 315.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 11500.00000 11500.00 MAINTAINING TRAFFIC | | | 0012 808-06695 2260.000 m | 0.35000 791.00| 0.35000 791.00| 0.40000 904.00 LINE, PAINT, SOLID, WHITE, 125 mm | | | 0013 808-06702 565.000 m | 2.00000 1130.00| 2.00000 1130.00| 2.25000 1271.25 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 131,316.02 ROUTE : I-65 CALL ORDER : 230 CONTRACT ID : R -24512-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION COMPANY, |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75046 2260.000 m | 0.35000 791.00| 0.35000 791.00| 0.40000 904.00 LINE, PAINT, SOLID, YELLOW, 125 mm | | | 0015 808-75996 71.000 EACH| 8.00000 568.00| 2.50000 177.50| 3.00000 213.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 71.000 EACH| 31.75000 2254.25| 31.75000 2254.25| 38.50000 2733.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 111,882.05| $ 143,787.75| $ 184,571.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 111,882.05| $ 143,787.75| $ 184,571.45 ====================================================================================================================================