INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,574.08 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : M -25358-A COUNTIES : PARKE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 274,012.89 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 330,944.05 120.7768% 3 35-1315965 FOX CONTRACTORS CORP. $ 345,665.34 126.1492% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 364,638.55 133.0735% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 494,802.98 180.5765% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1212938 |(3) 35-1315965 |HENDERSON, H.E., INC. |ATLAS EXCAVATING, INC. |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1200.00000 7200.00| 880.11130 5280.67 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5229.40000 5229.40| 4300.00000 4300.00| 3647.77180 3647.77 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9120.00000 9120.00| 16500.00000 16500.00| 4533.48000 4533.48 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 168.000 m | 10.03000 1685.04| 8.30000 1394.40| 10.72870 1802.42 GUARDRAIL, REMOVE | | | 0005 202-51330 LUMP| 9076.40000 9076.40| 15000.00000 15000.00| 15848.98500 15848.99 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 608.000 m2 | 8.34000 5070.72| 4.60000 2796.80| 7.21370 4385.93 SURFACE MILLING, ASPHALT | | | 0007 202-93741 4.000 EACH| 143.50000 574.00| 150.00000 600.00| 257.48990 1029.96 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 25.000 m3 | 15.20000 380.00| 20.00000 500.00| 60.14030 1503.51 EXCAVATION, COMMON | | | 0009 203-02080 0.278 km | 15057.56000 4186.00| 11000.00000 3058.00| 10583.59140 2942.24 LINEAR GRADING | | | 0010 205-06937 56.000 m | 4.60000 257.60| 7.50000 420.00| 8.56570 479.68 TEMPORARY SILT FENCE | | | 0011 206-51230 360.000 m3 | 18.85000 6786.00| 25.00000 9000.00| 66.28330 23861.99 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-02050 10.000 m3 | 39.11000 391.10| 320.00000 3200.00| 84.31550 843.16 B BORROW | | | 0013 211-02060 85.000 m3 | 46.56000 3957.60| 35.00000 2975.00| 50.94690 4330.49 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,574.08 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : M -25358-A COUNTIES : PARKE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1212938 |(3) 35-1315965 |HENDERSON, H.E., INC. |ATLAS EXCAVATING, INC. |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 213-52830 115.000 m3 | 95.20000 10948.00| 105.00000 12075.00| 82.70760 9511.37 FLOWABLE MORTAR | | | 0015 303-52308 105.000 Mg | 27.93000 2932.65| 27.00000 2835.00| 25.08000 2633.40 COMPACTED AGGREGATE, O, 53 | | | 0016 303-52309 50.000 Mg | 39.22000 1961.00| 29.00000 1450.00| 39.69000 1984.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 402-05495 380.000 Mg | 88.50000 33630.00| 121.00000 45980.00| 125.53000 47701.40 HMA WEDGE AND LEVEL | | | 0018 405-05518 480.000 m2 | 1.31000 628.80| 0.45000 216.00| 0.42910 205.97 ASPHALT FOR PRIME COAT | | | 0019 406-05521 850.000 m2 | 0.53000 450.50| 0.15000 127.50| 0.10730 91.21 ASPHALT FOR TACK COAT | | | 0020 601-02636 57.120 m | 72.45000 4138.34| 72.00000 4112.64| 59.00810 3370.54 GUARDRAIL, W BEAM, NESTED | | | 0021 601-04746 2.000 EACH| 5670.00000 11340.00| 5300.00000 10600.00| 7080.97190 14161.94 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-94689 4.000 EACH| 2388.75000 9555.00| 2350.00000 9400.00| 2317.40920 9269.64 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 68.580 m | 34.65000 2376.30| 34.50000 2366.01| 37.55060 2575.22 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06639 55.000 m | 80.86000 4447.30| 94.00000 5170.00| 221.00000 12155.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 67.000 m | 72.50000 4857.50| 78.00000 5226.00| 190.00000 12730.00 TEMPORARY CONCRETE BARRIER | | | 0026 616-02320 150.000 m2 | 2.36000 354.00| 5.30000 795.00| 8.91670 1337.51 GEOTEXTILES | | | 0027 616-05688 85.000 Mg | 55.83000 4745.55| 42.00000 3570.00| 50.58000 4299.30 RIPRAP, CLASS 1 | | | 0028 616-06405 61.000 Mg | 29.54000 1801.94| 24.00000 1464.00| 34.19000 2085.59 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 52.50000 105.00| 175.00000 350.00| 449.41300 898.83 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 100.000 m2 | 6.86000 686.00| 7.00000 700.00| 11.93790 1193.79 MULCHED SEEDING, R | | | 0031 709-51821 LUMP| 315.00000 315.00| 1500.00000 1500.00| 1287.44940 1287.45 SURFACE SEAL | | | 0032 714-95112 4.000 EACH| 5673.88000 22695.52| 5500.00000 22000.00| 4948.48930 19793.96 WINGWALL, PRECAST REINFORCED CONCRETE | | | 0033 715-05217 7.000 m | 49.31000 345.17| 105.00000 735.00| 94.13150 658.92 PIPE, TYPE 5, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,574.08 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : M -25358-A COUNTIES : PARKE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1212938 |(3) 35-1315965 |HENDERSON, H.E., INC. |ATLAS EXCAVATING, INC. |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 723-06927 14.400 m | 4560.02000 65664.29| 6500.00000 93600.00| 5621.07200 80943.44 STRUCTURE, PRECAST THREE-SIDED, 4880 mm | | | X 2100 mm | | | 0035 801-06203 344.000 m | 0.84000 288.96| 0.85000 292.40| 0.85830 295.26 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 978.000 m | 3.37000 3295.86| 3.30000 3227.40| 3.44390 3368.13 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06640 25.000 EACH| 78.75000 1968.75| 90.00000 2250.00| 80.46560 2011.64 CONSTRUCTION SIGN, A | | | 0038 801-06645 2.000 EACH| 42.00000 84.00| 41.00000 82.00| 42.91500 85.83 CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 4873.20000 4873.20| 8000.00000 8000.00| 3332.67210 3332.67 MAINTAINING TRAFFIC | | | 0040 801-97643 86.400 m | 21.00000 1814.40| 21.50000 1857.60| 21.45750 1853.93 TEMPORARY BUZZ STRIPS | | | 0041 806-01851 LUMP| 21889.35000 21889.35| 14500.00000 14500.00| 14634.00650 14634.01 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0042 808-06712 43.000 m | 1.05000 45.15| 1.10000 47.30| 1.07290 46.13 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 340.000 m | 0.89000 302.60| 0.90000 306.00| 0.91190 310.05 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 170.000 m | 0.89000 151.30| 0.90000 153.00| 0.91190 155.02 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-06716 460.000 m | 2.10000 966.00| 2.20000 1012.00| 2.14570 987.02 LINE, REMOVE | | | 0046 201-52370 LUMP| 1641.60000 1641.60| 8000.00000 8000.00| 19206.38000 19206.38 CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 274,012.89| $ 330,944.05| $ 345,665.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 274,012.89| $ 330,944.05| $ 345,665.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,574.08 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : M -25358-A COUNTIES : PARKE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, 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 | 2350.00000 14100.00| 1763.48000 10580.88| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 3570.00000 3570.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18300.00000 18300.00| 24251.27000 24251.27| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 168.000 m | 9.70000 1629.60| 10.19000 1711.92| GUARDRAIL, REMOVE | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 12184.58000 12184.58| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 608.000 m2 | 12.00000 7296.00| 14.43000 8773.44| SURFACE MILLING, ASPHALT | | | 0007 202-93741 4.000 EACH| 130.00000 520.00| 136.50000 546.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 25.000 m3 | 50.00000 1250.00| 84.80000 2120.00| EXCAVATION, COMMON | | | 0009 203-02080 0.278 km | 21600.00000 6004.80| 26664.13000 7412.63| LINEAR GRADING | | | 0010 205-06937 56.000 m | 10.00000 560.00| 11.60000 649.60| TEMPORARY SILT FENCE | | | 0011 206-51230 360.000 m3 | 70.00000 25200.00| 103.53000 37270.80| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-02050 10.000 m3 | 50.00000 500.00| 33.03000 330.30| B BORROW | | | 0013 211-02060 85.000 m3 | 50.00000 4250.00| 35.73000 3037.05| B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 115.000 m3 | 100.00000 11500.00| 441.31000 50750.65| FLOWABLE MORTAR | | | 0015 303-52308 105.000 Mg | 44.00000 4620.00| 32.78000 3441.90| COMPACTED AGGREGATE, O, 53 | | | 0016 303-52309 50.000 Mg | 54.00000 2700.00| 39.20000 1960.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 402-05495 380.000 Mg | 64.00000 24320.00| 122.85000 46683.00| HMA WEDGE AND LEVEL | | | 0018 405-05518 480.000 m2 | 1.90000 912.00| 0.42000 201.60| ASPHALT FOR PRIME COAT | | | 0019 406-05521 850.000 m2 | 0.80000 680.00| 0.11000 93.50| ASPHALT FOR TACK COAT | | | 0020 601-02636 57.120 m | 69.00000 3941.28| 72.45000 4138.34| GUARDRAIL, W BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,574.08 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : M -25358-A COUNTIES : PARKE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-04746 2.000 EACH| 5400.00000 10800.00| 5670.00000 11340.00| ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-94689 4.000 EACH| 2275.00000 9100.00| 2388.75000 9555.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 68.580 m | 33.00000 2263.14| 34.65000 2376.30| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06639 55.000 m | 138.03000 7591.65| 162.08000 8914.40| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 67.000 m | 138.00000 9246.00| 126.75000 8492.25| TEMPORARY CONCRETE BARRIER | | | 0026 616-02320 150.000 m2 | 3.30000 495.00| 5.60000 840.00| GEOTEXTILES | | | 0027 616-05688 85.000 Mg | 48.00000 4080.00| 57.37000 4876.45| RIPRAP, CLASS 1 | | | 0028 616-06405 61.000 Mg | 30.00000 1830.00| 36.82000 2246.02| RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 150.00000 300.00| 157.50000 315.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 100.000 m2 | 5.55000 555.00| 5.83000 583.00| MULCHED SEEDING, R | | | 0031 709-51821 LUMP| 1200.00000 1200.00| 1260.00000 1260.00| SURFACE SEAL | | | 0032 714-95112 4.000 EACH| 8500.00000 34000.00| 9123.30000 36493.20| WINGWALL, PRECAST REINFORCED CONCRETE | | | 0033 715-05217 7.000 m | 100.00000 700.00| 157.50000 1102.50| PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0034 723-06927 14.400 m | 6000.00000 86400.00| 8804.04000 126778.18| STRUCTURE, PRECAST THREE-SIDED, 4880 mm | | | X 2100 mm | | | 0035 801-06203 344.000 m | 0.80000 275.20| 0.84000 288.96| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 978.000 m | 3.21000 3139.38| 3.37000 3295.86| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06640 25.000 EACH| 75.00000 1875.00| 78.75000 1968.75| CONSTRUCTION SIGN, A | | | 0038 801-06645 2.000 EACH| 40.00000 80.00| 42.00000 84.00| CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 8000.00000 8000.00| 7571.48000 7571.48| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,574.08 ROUTE : US 41 CALL ORDER : 400 CONTRACT ID : M -25358-A COUNTIES : PARKE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-97643 86.400 m | 20.00000 1728.00| 21.00000 1814.40| TEMPORARY BUZZ STRIPS | | | 0041 806-01851 LUMP| 20000.00000 20000.00| 30660.00000 30660.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0042 808-06712 43.000 m | 1.00000 43.00| 1.05000 45.15| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 340.000 m | 0.85000 289.00| 0.89000 302.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 170.000 m | 0.85000 144.50| 0.89000 151.30| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-06716 460.000 m | 2.00000 920.00| 2.10000 966.00| LINE, REMOVE | | | 0046 201-52370 LUMP| 7300.00000 7300.00| 12774.72000 12774.72| CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 364,638.55| $ 494,802.98| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 364,638.55| $ 494,802.98| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 841,844.03 ROUTE : 70 CALL ORDER : 410 CONTRACT ID : M -25464-B COUNTIES : PUTNAM LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 864,432.61 100.0000% 2 35-1878024 RAGLE, INC. $ 1,010,020.49 116.8420% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1878024 | |ATLAS EXCAVATING, INC. |RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06790 5.000 MOS | 1000.00000 5000.00| 1000.00000 5000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 44000.00000 44000.00| 48500.00000 48500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 100000.00000 100000.00| 16000.00000 16000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 300.000 m2 | 21.00000 6300.00| 15.00000 4500.00| PAVEMENT, REMOVE | | | 0006 202-02241 350.000 m | 6.25000 2187.50| 7.00000 2450.00| GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 350.00000 350.00| 150.00000 150.00| HEADWALL, REMOVE | | | 0008 202-02272 80.000 m | 19.00000 1520.00| 16.00000 1280.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-60820 1400.000 m2 | 2.50000 3500.00| 4.50000 6300.00| SURFACE MILLING, ASPHALT | | | 0010 202-91385 1.000 EACH| 200.00000 200.00| 250.00000 250.00| INLET, REMOVE | | | 0011 202-93741 2.000 EACH| 260.00000 520.00| 200.00000 400.00| GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02000 16134.000 m3 | 12.00000 193608.00| 31.25000 504187.50| EXCAVATION, COMMON | | | 0013 203-02010 1440.000 m3 | 42.00000 60480.00| 45.00000 64800.00| EXCAVATION, ROCK | | | 0014 203-02070 14676.000 m3 | 0.01000 146.76| 5.00000 73380.00| BORROW | | | 0015 211-02060 30.000 m3 | 25.00000 750.00| 20.00000 600.00| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 841,844.03 ROUTE : 70 CALL ORDER : 410 CONTRACT ID : M -25464-B COUNTIES : PUTNAM LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1878024 | |ATLAS EXCAVATING, INC. |RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 303-52308 719.000 Mg | 13.00000 9347.00| 18.00000 12942.00| COMPACTED AGGREGATE, O, 53 | | | 0017 305-05204 20.000 Mg | 170.00000 3400.00| 149.80000 2996.00| HMA FOR PATCHING | | | 0018 305-05206 1054.000 Mg | 58.00000 61132.00| 65.00000 68510.00| WIDENING WITH HMA | | | 0019 401-05437 200.000 Mg | 115.00000 23000.00| 111.01000 22202.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0020 401-05455 135.000 Mg | 72.00000 9720.00| 69.40000 9369.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 275.000 Mg | 91.00000 25025.00| 89.82000 24700.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 401-05467 711.000 m | 5.30000 3768.30| 6.00000 4266.00| MILLED HMA CORRUGATIONS | | | 0023 402-05475 108.000 Mg | 168.00000 18144.00| 165.83000 17909.64| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0024 405-05517 3.200 Mg | 660.00000 2112.00| 644.58000 2062.66| ASPHALT FOR PRIME COAT | | | 0025 406-05520 1.500 Mg | 610.00000 915.00| 595.79000 893.69| ASPHALT FOR TACK COAT | | | 0026 601-94689 1.000 EACH| 2400.00000 2400.00| 2250.00000 2250.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 156.000 m | 35.00000 5460.00| 33.00000 5148.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06639 342.000 m | 79.00000 27018.00| 125.00000 42750.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 616-02320 410.000 m2 | 4.60000 1886.00| 2.00000 820.00| GEOTEXTILES | | | 0030 616-06405 170.000 Mg | 16.50000 2805.00| 25.00000 4250.00| RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH| 500.00000 500.00| 675.00000 675.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 4600.000 m2 | 0.55000 2530.00| 0.45000 2070.00| MULCHED SEEDING, R | | | 0033 702-90915 1.200 m3 | 950.00000 1140.00| 1000.00000 1200.00| CONCRETE, A ANCHOR | | | 0034 715-05019 30.000 m | 310.00000 9300.00| 200.00000 6000.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0035 715-05048 711.000 m | 4.00000 2844.00| 10.00000 7110.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 841,844.03 ROUTE : 70 CALL ORDER : 410 CONTRACT ID : M -25464-B COUNTIES : PUTNAM LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1878024 | |ATLAS EXCAVATING, INC. |RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-05053 72.000 m | 50.00000 3600.00| 25.00000 1800.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0037 715-05129 30.000 m | 400.00000 12000.00| 300.00000 9000.00| PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0038 715-46040 1.000 EACH| 580.00000 580.00| 700.00000 700.00| PIPE END SECTION, 900 mm | | | 0039 718-06526 62.000 Mg | 132.00000 8184.00| 100.00000 6200.00| HMA FOR UNDERDRAINS | | | 0040 718-06529 12.000 EACH| 400.00000 4800.00| 250.00000 3000.00| OUTLET PROTECTOR, 2 | | | 0041 718-52610 143.000 m3 | 63.00000 9009.00| 28.00000 4004.00| AGGREGATE FOR UNDERDRAINS | | | 0042 801-06204 1565.000 m | 0.85000 1330.25| 1.50000 2347.50| TEMPORARY PAVEMENT MARKING, 125 mm | | | 0043 801-06640 14.000 EACH| 85.00000 1190.00| 75.00000 1050.00| CONSTRUCTION SIGN, A | | | 0044 801-06710 60.000 DAY | 17.00000 1020.00| 16.00000 960.00| FLASHING ARROW SIGN | | | 0045 801-06775 LUMP| 182000.00000 182000.00| 4500.00000 4500.00| MAINTAINING TRAFFIC | | | 0046 808-06702 143.000 m | 7.00000 1001.00| 12.00000 1716.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0047 808-06713 575.000 m | 0.90000 517.50| 1.20000 690.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 808-06714 575.000 m | 0.90000 517.50| 1.20000 690.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0049 808-06716 1824.000 m | 1.70000 3100.80| 1.50000 2736.00| LINE, REMOVE | | | 0050 808-75996 41.000 EACH| 14.00000 574.00| 5.00000 205.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 864,432.61| $ 1,010,020.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 864,432.61| $ 1,010,020.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 32 CALL ORDER : 420 CONTRACT ID : M -25635-A COUNTIES : DELAWARE LETTING DATE : 07/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 284,863.80 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 125,998.98 ROUTE : SPECIAL PARK ROAD CALL ORDER : 430 CONTRACT ID : M -25660-B COUNTIES : PARKE LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 127,502.22 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 130,658.00 102.4750% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT OVERLAY | | | 0001 110-01001 LUMP| 7820.00000 7820.00| 6540.00000 6540.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 50.000 Mg | 15.05000 752.50| 12.50000 625.00| COMPACTED AGGREGATE, O, 53 | | | 0003 303-52309 50.000 Mg | 33.96000 1698.00| 17.00000 850.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0004 305-05204 50.000 Mg | 61.57000 3078.50| 124.00000 6200.00| HMA FOR PATCHING | | | 0005 402-05495 2500.000 Mg | 44.18000 110450.00| 45.45000 113625.00| HMA WEDGE AND LEVEL | | | 0006 405-05517 5.600 Mg | 408.41000 2287.10| 300.00000 1680.00| ASPHALT FOR PRIME COAT | | | 0007 406-05520 3.800 Mg | 242.40000 921.12| 200.00000 760.00| ASPHALT FOR TACK COAT | | | 0008 801-06640 3.000 EACH| 165.00000 495.00| 126.00000 378.00| CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 127,502.22| $ 130,658.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 127,502.22| $ 130,658.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SPECIAL ROAD CALL ORDER : 440 CONTRACT ID : M -25695-A COUNTIES : HENDRICKS LETTING DATE : 07/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1033872 GRADY BROTHERS, INC. $ 117,607.50 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO $ 119,540.00 101.6431% 3 35-1139301 E & B PAVING, INC. $ 123,662.00 105.1480% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 125,365.23 106.5962% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 157,152.50 133.6245% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,281.24 ROUTE : 66 CALL ORDER : 460 CONTRACT ID : M -25743-A COUNTIES : VANDERBURGH LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 364,966.60 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 391,356.00 107.2306% 3 35-1139301 E & B PAVING, INC. $ 395,527.96 108.3737% 4 35-1878024 RAGLE, INC. $ 406,922.50 111.4958% 5 35-0626844 RUDOLPH, J.H. & CO $ 431,115.00 118.1245% 6 35-2131982 J B I CONSTRUCTION INC. $ 461,895.50 126.5582% 7 35-2072438 TD & O LLC $ 500,304.50 137.0822% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-2040801 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING, CONCRETE | | | 0001 105-06790 4.000 MOS | 800.00000 3200.00| 1000.00000 4000.00| 1756.70000 7026.80 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 4387.45000 4387.45| 2400.00000 2400.00| 4443.34000 4443.34 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 19500.00000 19500.00| 19776.28000 19776.28 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 22000.000 SYS | 0.74000 16280.00| 1.00000 22000.00| 0.95000 20900.00 SURFACE MILLING, ASPHALT | | | 0005 402-05495 1540.000 TON | 46.71000 71933.40| 44.00000 67760.00| 42.00000 64680.00 HMA WEDGE AND LEVEL | | | 0006 406-05520 6.600 TON | 219.81000 1450.75| 210.00000 1386.00| 200.00000 1320.00 ASPHALT FOR TACK COAT | | | 0007 503-05240 120.000 LFT | 10.00000 1200.00| 12.50000 1500.00| 5.86000 703.20 D-1 CONTRACTION JOINT | | | 0008 506-06333 2000.000 SYS | 90.00000 180000.00| 110.00000 220000.00| 110.48000 220960.00 PCCP PATCHING, FULL DEPTH | | | 0009 801-06198 35.000 DAY | 225.00000 7875.00| 310.00000 10850.00| 225.00000 7875.00 PATROLLER | | | 0010 801-06203 900.000 LFT | 5.00000 4500.00| 1.30000 1170.00| 1.25000 1125.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 50.000 EACH| 125.00000 6250.00| 80.00000 4000.00| 80.58000 4029.00 CONSTRUCTION SIGN, A | | | 0012 801-06710 70.000 DAY | 12.00000 840.00| 17.00000 1190.00| 16.32000 1142.40 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,281.24 ROUTE : 66 CALL ORDER : 460 CONTRACT ID : M -25743-A COUNTIES : VANDERBURGH LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-2040801 |(3) 35-1139301 |HUNT PAVING COMPANY, INC. |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-06775 LUMP| 18000.00000 18000.00| 3000.00000 3000.00| 16350.44000 16350.44 MAINTAINING TRAFFIC | | | 0014 808-06703 2250.000 LFT | 1.00000 2250.00| 0.80000 1800.00| 0.77000 1732.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0015 808-06713 9000.000 LFT | 0.10000 900.00| 0.10000 900.00| 0.09000 810.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 9000.000 LFT | 0.10000 900.00| 0.10000 900.00| 0.09000 810.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 503-03489 200.000 EACH| 15.00000 3000.00| 15.00000 3000.00| 9.37000 1874.00 RETROFITTED TIE BARS | | | 0018 506-06334 200.000 SYS | 120.00000 24000.00| 130.00000 26000.00| 99.85000 19970.00 PCCP PATCHING, PARTIAL DEPTH | | | SECTION TOTALS | $ 364,966.60| $ 391,356.00| $ 395,527.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 364,966.60| $ 391,356.00| $ 395,527.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,281.24 ROUTE : 66 CALL ORDER : 460 CONTRACT ID : M -25743-A COUNTIES : VANDERBURGH LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0626844 |(6) 35-2131982 |RAGLE, INC. |RUDOLPH, J.H. & CO |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING, CONCRETE | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 1350.00000 5400.00| 1500.00000 6000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 1100.00000 1100.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20750.00000 20750.00| 21500.00000 21500.00| 14600.00000 14600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 22000.000 SYS | 1.05000 23100.00| 0.80000 17600.00| 1.00000 22000.00 SURFACE MILLING, ASPHALT | | | 0005 402-05495 1540.000 TON | 42.00000 64680.00| 42.50000 65450.00| 44.10000 67914.00 HMA WEDGE AND LEVEL | | | 0006 406-05520 6.600 TON | 200.00000 1320.00| 200.00000 1320.00| 210.00000 1386.00 ASPHALT FOR TACK COAT | | | 0007 503-05240 120.000 LFT | 8.50000 1020.00| 13.50000 1620.00| 5.00000 600.00 D-1 CONTRACTION JOINT | | | 0008 506-06333 2000.000 SYS | 105.00000 210000.00| 111.00000 222000.00| 120.25000 240500.00 PCCP PATCHING, FULL DEPTH | | | 0009 801-06198 35.000 DAY | 290.00000 10150.00| 610.00000 21350.00| 622.00000 21770.00 PATROLLER | | | 0010 801-06203 900.000 LFT | 1.25000 1125.00| 1.80000 1620.00| 1.32000 1188.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 50.000 EACH| 79.00000 3950.00| 100.00000 5000.00| 82.95000 4147.50 CONSTRUCTION SIGN, A | | | 0012 801-06710 70.000 DAY | 16.00000 1120.00| 20.00000 1400.00| 17.00000 1190.00 FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 31500.00000 31500.00| 27000.00000 27000.00| 37000.00000 37000.00 MAINTAINING TRAFFIC | | | 0014 808-06703 2250.000 LFT | 0.75000 1687.50| 0.78000 1755.00| 0.80000 1800.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0015 808-06713 9000.000 LFT | 0.09000 810.00| 0.10000 900.00| 0.10000 900.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 9000.000 LFT | 0.09000 810.00| 0.10000 900.00| 0.10000 900.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 503-03489 200.000 EACH| 12.00000 2400.00| 6.00000 1200.00| 5.00000 1000.00 RETROFITTED TIE BARS | | | 0018 506-06334 200.000 SYS | 125.00000 25000.00| 170.00000 34000.00| 190.00000 38000.00 PCCP PATCHING, PARTIAL DEPTH | | | SECTION TOTALS | $ 406,922.50| $ 431,115.00| $ 461,895.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 406,922.50| $ 431,115.00| $ 461,895.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/19/01 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,281.24 ROUTE : 66 CALL ORDER : 460 CONTRACT ID : M -25743-A COUNTIES : VANDERBURGH LETTING DATE : 07/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2072438 | | |TD & O LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING, CONCRETE | | | 0001 105-06790 4.000 MOS | 1250.00000 5000.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 22000.000 SYS | 1.05000 23100.00| | SURFACE MILLING, ASPHALT | | | 0005 402-05495 1540.000 TON | 46.20000 71148.00| | HMA WEDGE AND LEVEL | | | 0006 406-05520 6.600 TON | 220.00000 1452.00| | ASPHALT FOR TACK COAT | | | 0007 503-05240 120.000 LFT | 25.00000 3000.00| | D-1 CONTRACTION JOINT | | | 0008 506-06333 2000.000 SYS | 124.00000 248000.00| | PCCP PATCHING, FULL DEPTH | | | 0009 801-06198 35.000 DAY | 300.00000 10500.00| | PATROLLER | | | 0010 801-06203 900.000 LFT | 0.40000 360.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 50.000 EACH| 86.90000 4345.00| | CONSTRUCTION SIGN, A | | | 0012 801-06710 70.000 DAY | 17.60000 1232.00| | FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 75000.00000 75000.00| | MAINTAINING TRAFFIC | | | 0014 808-06703 2250.000 LFT | 0.83000 1867.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0015 808-06713 9000.000 LFT | 0.10000 900.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 9000.000 LFT | 0.10000 900.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 503-03489 200.000 EACH| 25.00000 5000.00| | RETROFITTED TIE BARS | | | 0018 506-06334 200.000 SYS | 100.00000 20000.00| | PCCP PATCHING, PARTIAL DEPTH | | | SECTION TOTALS | $ 500,304.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 500,304.50| | ====================================================================================================================================