INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 624 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,565.88 ROUTE : CO RD 1350W CALL ORDER : 624 CONTRACT ID : B -26475-B COUNTIES : JEFFERSON LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9939015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 446,012.70 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 447,692.50 100.3766% 3 35-1801998 CLR, INC. $ 475,478.28 106.6064% 4 61-1201949 INTECH CONTRACTING LLC $ 506,401.90 113.5397% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1310611 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 1900.00000 1900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1250.00000 10000.00| 1500.00000 12000.00| 2350.00000 18800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 7500.00000 7500.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-06541 7.000 EACH| 500.00000 3500.00| 500.00000 3500.00| 1500.00000 10500.00 REMOVE TREE | | | 0006 203-02000 230.000 CYS | 22.00000 5060.00| 15.00000 3450.00| 23.00000 5290.00 EXCAVATION, COMMON | | | 0007 203-02070 900.000 CYS | 23.00000 20700.00| 17.00000 15300.00| 17.60000 15840.00 BORROW | | | 0008 203-93444 280.000 TON | 20.00000 5600.00| 20.00000 5600.00| 12.00000 3360.00 BACKFILL, ROCK | | | 0009 205-06932 96.000 LFT | 11.45000 1099.20| 10.00000 960.00| 8.00000 768.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 500.000 LFT | 1.85000 925.00| 1.00000 500.00| 1.25000 625.00 TEMPORARY SILT FENCE | | | 0011 210-05403 LUMP| 9500.00000 9500.00| 17000.00000 17000.00| 14100.00000 14100.00 MODIFICATION OF BEARING SEATS | | | 0012 210-05717 8.000 EACH| 1500.00000 12000.00| 1875.00000 15000.00| 3900.00000 31200.00 STRENGTHEN VERTICAL | | | 0013 210-05720 LUMP| 9000.00000 9000.00| 35000.00000 35000.00| 46500.00000 46500.00 REPOINTING ABUTMENTS | | | 0014 210-05811 4.000 EACH| 920.00000 3680.00| 2000.00000 8000.00| 595.00000 2380.00 REPAIR PIN NUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 624 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,565.88 ROUTE : CO RD 1350W CALL ORDER : 624 CONTRACT ID : B -26475-B COUNTIES : JEFFERSON LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1310611 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-07663 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10150.00000 10150.00 STRENGTHEN UPPER CHORDS | | | 0016 210-07664 15.000 EACH| 700.00000 10500.00| 1000.00000 15000.00| 825.00000 12375.00 TIGHTEN TENSION MEMBER | | | 0017 211-07454 42.000 CYS | 50.00000 2100.00| 30.00000 1260.00| 55.00000 2310.00 STRUCTURE BACKFILL | | | 0018 301-07448 310.000 TON | 18.00000 5580.00| 15.00000 4650.00| 16.00000 4960.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 402-07432 48.000 TON | 67.00000 3216.00| 110.00000 5280.00| 105.00000 5040.00 HMA SURFACE, TYPE A | | | 0020 402-07435 100.000 TON | 65.00000 6500.00| 70.00000 7000.00| 66.00000 6600.00 HMA INTERMEDIATE, TYPE A | | | 0021 405-05518 670.000 SYS | 2.00000 1340.00| 1.10000 737.00| 0.95000 636.50 ASPHALT FOR PRIME COAT | | | 0022 406-05521 650.000 SYS | 0.35000 227.50| 0.55000 357.50| 0.45000 292.50 ASPHALT FOR TACK COAT | | | 0023 601-05399 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 20200.00000 20200.00 GUARDRAIL , BRIDGE | | | 0024 601-05399 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 13400.00000 13400.00 GUARDRAIL , OFF-STRUCTURE | | | 0025 616-02320 250.000 SYS | 3.00000 750.00| 4.00000 1000.00| 2.75000 687.50 GEOTEXTILES | | | 0026 616-06941 14.810 CYS | 725.00000 10737.25| 500.00000 7405.00| 63.00000 933.03 GROUT ABUTMENTS | | | 0027 619-04981 LUMP| 50000.00000 50000.00| 57500.00000 57500.00| 47000.00000 47000.00 CLEAN AND PAINT BRIDGE | | | 0028 621-01004 2.000 EACH| 600.00000 1200.00| 50.00000 100.00| 140.00000 280.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 1400.000 SYS | 0.75000 1050.00| 0.80000 1120.00| 1.20000 1680.00 MULCHED SEEDING, R | | | 0030 622-91786 100.000 EACH| 9.00000 900.00| 10.00000 1000.00| 8.86000 886.00 SEEDLING | | | 0031 708-05394 LUMP| 7600.00000 7600.00| 15000.00000 15000.00| 7000.00000 7000.00 REPAIR DIAGONALS | | | 0032 708-05394 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| 795.00000 795.00 REPAIR PORTAL BRACING | | | 0033 708-05394 LUMP| 10000.00000 10000.00| 39000.00000 39000.00| 27000.00000 27000.00 REPAIR VERTICALS | | | 0034 711-05396 LUMP| 70000.00000 70000.00| 20000.00000 20000.00| 28000.00000 28000.00 REPLACE FLOOR BEAMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 624 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,565.88 ROUTE : CO RD 1350W CALL ORDER : 624 CONTRACT ID : B -26475-B COUNTIES : JEFFERSON LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1310611 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 712-04406 LUMP| 40000.00000 40000.00| 29000.00000 29000.00| 44000.00000 44000.00 REPLACE STRINGERS | | | 0036 712-04407 LUMP| 54000.00000 54000.00| 25000.00000 25000.00| 30250.00000 30250.00 REPLACE DECK | | | 0037 714-07665 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 23500.00000 23500.00 RETAINING WALL | | | 0038 715-04612 155.000 LFT | 25.00000 3875.00| 5.00000 775.00| 5.95000 922.25 PIPE , PERFORATED CP, 6 IN | | | 0039 801-04308 2.000 EACH| 350.00000 700.00| 325.00000 650.00| 310.00000 620.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06640 6.000 EACH| 125.00000 750.00| 165.00000 990.00| 155.00000 930.00 CONSTRUCTION SIGN, A | | | 0041 801-07118 48.000 LFT | 15.00000 720.00| 23.00000 1104.00| 20.00000 960.00 BARRICADE, III-A | | | 0042 802-76020 44.500 SFT | 17.90000 796.55| 20.00000 890.00| 19.00000 845.50 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0043 802-76055 116.000 LFT | 3.95000 458.20| 4.50000 522.00| 4.00000 464.00 SIGN POST, A | | | 0044 804-06740 8.000 EACH| 21.00000 168.00| 23.00000 184.00| 22.00000 176.00 DELINEATOR WITH POST, D2 | | | 0045 808-06713 700.000 LFT | 1.00000 700.00| 1.10000 770.00| 1.06000 742.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-75035 16.000 LFT | 5.00000 80.00| 5.50000 88.00| 5.00000 80.00 LINE, PAINT, SOLID, WHITE, 24 IN. | | | SECTION TOTALS | $ 446,012.70| $ 447,692.50| $ 475,478.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 446,012.70| $ 447,692.50| $ 475,478.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 624 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,565.88 ROUTE : CO RD 1350W CALL ORDER : 624 CONTRACT ID : B -26475-B COUNTIES : JEFFERSON LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1201949 | | |INTECH CONTRACTING LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1200.00000 9600.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 24000.00000 24000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| | CLEARING RIGHT OF WAY | | | 0005 202-06541 7.000 EACH| 1200.00000 8400.00| | REMOVE TREE | | | 0006 203-02000 230.000 CYS | 6.35000 1460.50| | EXCAVATION, COMMON | | | 0007 203-02070 900.000 CYS | 20.00000 18000.00| | BORROW | | | 0008 203-93444 280.000 TON | 23.00000 6440.00| | BACKFILL, ROCK | | | 0009 205-06932 96.000 LFT | 12.00000 1152.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 500.000 LFT | 1.75000 875.00| | TEMPORARY SILT FENCE | | | 0011 210-05403 LUMP| 19000.00000 19000.00| | MODIFICATION OF BEARING SEATS | | | 0012 210-05717 8.000 EACH| 4000.00000 32000.00| | STRENGTHEN VERTICAL | | | 0013 210-05720 LUMP| 11000.00000 11000.00| | REPOINTING ABUTMENTS | | | 0014 210-05811 4.000 EACH| 3250.00000 13000.00| | REPAIR PIN NUT | | | 0015 210-07663 LUMP| 15000.00000 15000.00| | STRENGTHEN UPPER CHORDS | | | 0016 210-07664 15.000 EACH| 1200.00000 18000.00| | TIGHTEN TENSION MEMBER | | | 0017 211-07454 42.000 CYS | 32.00000 1344.00| | STRUCTURE BACKFILL | | | 0018 301-07448 310.000 TON | 12.00000 3720.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 402-07432 48.000 TON | 62.00000 2976.00| | HMA SURFACE, TYPE A | | | 0020 402-07435 100.000 TON | 60.00000 6000.00| | HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 624 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,565.88 ROUTE : CO RD 1350W CALL ORDER : 624 CONTRACT ID : B -26475-B COUNTIES : JEFFERSON LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1201949 | | |INTECH CONTRACTING LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 670.000 SYS | 1.75000 1172.50| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 650.000 SYS | 1.00000 650.00| | ASPHALT FOR TACK COAT | | | 0023 601-05399 LUMP| 26000.00000 26000.00| | GUARDRAIL , BRIDGE | | | 0024 601-05399 LUMP| 18000.00000 18000.00| | GUARDRAIL , OFF-STRUCTURE | | | 0025 616-02320 250.000 SYS | 5.00000 1250.00| | GEOTEXTILES | | | 0026 616-06941 14.810 CYS | 90.00000 1332.90| | GROUT ABUTMENTS | | | 0027 619-04981 LUMP| 60000.00000 60000.00| | CLEAN AND PAINT BRIDGE | | | 0028 621-01004 2.000 EACH| 615.00000 1230.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 1400.000 SYS | 0.75000 1050.00| | MULCHED SEEDING, R | | | 0030 622-91786 100.000 EACH| 9.00000 900.00| | SEEDLING | | | 0031 708-05394 LUMP| 18000.00000 18000.00| | REPAIR DIAGONALS | | | 0032 708-05394 LUMP| 1200.00000 1200.00| | REPAIR PORTAL BRACING | | | 0033 708-05394 LUMP| 22500.00000 22500.00| | REPAIR VERTICALS | | | 0034 711-05396 LUMP| 40000.00000 40000.00| | REPLACE FLOOR BEAMS | | | 0035 712-04406 LUMP| 40000.00000 40000.00| | REPLACE STRINGERS | | | 0036 712-04407 LUMP| 40000.00000 40000.00| | REPLACE DECK | | | 0037 714-07665 LUMP| 27000.00000 27000.00| | RETAINING WALL | | | 0038 715-04612 155.000 LFT | 2.50000 387.50| | PIPE , PERFORATED CP, 6 IN | | | 0039 801-04308 2.000 EACH| 560.00000 1120.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06640 6.000 EACH| 160.00000 960.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 624 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 511,565.88 ROUTE : CO RD 1350W CALL ORDER : 624 CONTRACT ID : B -26475-B COUNTIES : JEFFERSON LETTING DATE : 01/21/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1201949 | | |INTECH CONTRACTING LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-07118 48.000 LFT | 8.25000 396.00| | BARRICADE, III-A | | | 0042 802-76020 44.500 SFT | 13.00000 578.50| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0043 802-76055 116.000 LFT | 5.00000 580.00| | SIGN POST, A | | | 0044 804-06740 8.000 EACH| 36.00000 288.00| | DELINEATOR WITH POST, D2 | | | 0045 808-06713 700.000 LFT | 1.05000 735.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-75035 16.000 LFT | 6.50000 104.00| | LINE, PAINT, SOLID, WHITE, 24 IN. | | | SECTION TOTALS | $ 506,401.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 506,401.90| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 771,000.16 ROUTE : STATE ROAD 116 CALL ORDER : 630 CONTRACT ID : B -26802-A COUNTIES : WELLS LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/07/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 5090007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 755,979.40 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 766,726.98 101.4216% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1817530 | |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 5500.00000 5500.00| 5200.00000 5200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2815.00000 16890.00| 1500.00000 9000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 38000.00000 38000.00| 38000.00000 38000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14600.00000 14600.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 185.000 m2 | 12.10000 2238.50| 10.00000 1850.00| PAVEMENT REMOVAL | | | 0006 202-02241 46.000 m | 10.00000 460.00| 6.00000 276.00| GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 95600.00000 95600.00| 61900.00000 61900.00| PRESENT STRUCTURE, REMOVE | | | 0008 202-74035 5.000 EACH| 80.00000 400.00| 80.00000 400.00| SIGN, REMOVE | | | 0009 203-02000 754.000 m3 | 18.70000 14099.80| 16.00000 12064.00| EXCAVATION, COMMON | | | 0010 203-02070 522.000 m3 | 14.75000 7699.50| 20.00000 10440.00| BORROW | | | 0011 205-04931 4.000 EACH| 250.00000 1000.00| 2400.00000 9600.00| SEDIMENT TRAP | | | 0012 205-06931 126.000 Mg | 42.00000 5292.00| 23.00000 2898.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06937 420.000 m | 5.10000 2142.00| 5.00000 2100.00| TEMPORARY SILT FENCE | | | 0014 207-07500 1789.000 m2 | 7.85000 14043.65| 5.00000 8945.00| SUBGRADE TREATMENT, TYPE C | | | 0015 211-07454 3.300 m3 | 33.00000 108.90| 26.00000 85.80| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 771,000.16 ROUTE : STATE ROAD 116 CALL ORDER : 630 CONTRACT ID : B -26802-A COUNTIES : WELLS LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1817530 | |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 213-52830 8.800 m3 | 110.00000 968.00| 240.00000 2112.00| FLOWABLE MORTAR | | | 0017 301-07448 1573.200 Mg | 17.82000 28034.42| 12.00000 18878.40| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08042 205.000 m2 | 8.00000 1640.00| 12.00000 2460.00| MILLING, SCARIFICATION/PROFILE | | | 0019 402-07432 86.400 Mg | 44.50000 3844.80| 50.00000 4320.00| HMA SURFACE, TYPE A | | | 0020 402-07433 285.000 Mg | 43.40000 12369.00| 45.00000 12825.00| HMA SURFACE, TYPE B | | | 0021 402-07435 150.000 Mg | 35.60000 5340.00| 40.00000 6000.00| HMA INTERMEDIATE, TYPE A | | | 0022 402-07438 487.000 Mg | 35.90000 17483.30| 40.00000 19480.00| HMA INTERMEDIATE, TYPE B | | | 0024 404-05511 2020.000 m2 | 2.05000 4141.00| 2.00000 4040.00| SEAL COAT, 2 | | | 0025 405-05518 2020.000 m2 | 1.00000 2020.00| 0.70000 1414.00| ASPHALT FOR PRIME COAT | | | 0026 406-05521 9642.000 m2 | 0.07000 674.94| 0.10000 964.20| ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1475.00000 5900.00| 1475.00000 5900.00| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 1.000 EACH| 1750.00000 1750.00| 1750.00000 1750.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-04746 4.000 EACH| 4800.00000 19200.00| 4800.00000 19200.00| ENERGY ABSORBING TERMINAL, CZ | | | 0030 601-94689 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-97774 1.000 EACH| 900.00000 900.00| 900.00000 900.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0032 601-99105 83.820 m | 37.00000 3101.34| 37.00000 3101.34| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 601-99106 57.200 m | 65.00000 3718.00| 65.00000 3718.00| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0034 602-06639 117.000 m | 93.00000 10881.00| 80.00000 9360.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 111.000 m | 93.00000 10323.00| 75.00000 8325.00| TEMPORARY CONCRETE BARRIER | | | 0036 609-06259 190.400 m2 | 54.00000 10281.60| 67.00000 12756.80| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 630 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 771,000.16 ROUTE : STATE ROAD 116 CALL ORDER : 630 CONTRACT ID : B -26802-A COUNTIES : WELLS LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1817530 | |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 610-07486 39.600 Mg | 57.50000 2277.00| 75.00000 2970.00| HMA FOR APPROACHES, TYPE A | | | 0038 611-95023 4.000 EACH| 125.00000 500.00| 125.00000 500.00| MAILBOX ASSEMBLY, RESET | | | 0039 615-06490 8.000 EACH| 108.00000 864.00| 108.00000 864.00| RIGHT OF WAY MARKER | | | 0040 615-06510 1.000 EACH| 420.00000 420.00| 420.00000 420.00| MONUMENT, C | | | 0041 616-02320 928.000 m2 | 2.80000 2598.40| 3.00000 2784.00| GEOTEXTILES | | | 0042 616-06405 736.400 Mg | 25.30000 18630.92| 22.00000 16200.80| RIPRAP, REVETMENT | | | 0043 621-01004 1.000 EACH| 675.00000 675.00| 675.00000 675.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01371 78.100 kg | 6.44000 502.96| 10.00000 781.00| SEED MIXTURE, LEGUME, 2 | | | 0045 621-06545 0.100 Mg | 719.00000 71.90| 300.00000 30.00| FERTILIZER | | | 0046 621-06548 3.200 kg | 55.00000 176.00| 15.00000 48.00| SEED MIXTURE, CV | | | 0047 621-06553 55.800 kg | 7.56000 421.85| 12.00000 669.60| SEED MIXTURE, R | | | 0048 621-06565 1.300 Mg | 549.00000 713.70| 250.00000 325.00| MULCHING MATERIAL | | | 0049 621-06567 26.300 kL | 1.00000 26.30| 1.00000 26.30| WATER | | | 0050 621-06574 1207.400 m2 | 4.55000 5493.67| 7.00000 8451.80| SODDING | | | 0051 621-52448 4.000 EACH| 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT SPRAY | | | 0052 622-98200 4.000 EACH| 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT DISTURB | | | 0053 701-51195 89.600 m | 94.00000 8422.40| 110.00000 9856.00| PILE, STEEL H, HP 310 X 79 | | | 0055 701-91792 28.000 EACH| 92.00000 2576.00| 70.00000 1960.00| PILE TIP, STEEL H | | | 0056 701-97874 74.400 m | 226.00000 16814.40| 300.00000 22320.00| PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0057 702-04433 38.000 EACH| 10.00000 380.00| 10.00000 380.00| FLOOR DRAIN, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 630 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 771,000.16 ROUTE : STATE ROAD 116 CALL ORDER : 630 CONTRACT ID : B -26802-A COUNTIES : WELLS LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1817530 | |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 703-51030 17102.000 kg | 1.05000 17957.10| 1.40000 23942.80| REINFORCING STEEL | | | 0059 703-51032 17776.000 kg | 1.10000 19553.60| 1.70000 30219.20| REINFORCING STEEL, EPOXY COATED | | | 0060 704-51002 290.300 m3 | 470.00000 136441.00| 620.00000 179986.00| CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 4.000 EACH| 1200.00000 4800.00| 1615.25000 6461.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0062 706-51020 17.500 m3 | 530.00000 9275.00| 640.00000 11200.00| CONCRETE, C, RAILING | | | 0063 709-51821 LUMP| 4500.00000 4500.00| 3103.80000 3103.80| SURFACE SEAL | | | 0064 715-05048 30.000 m | 28.00000 840.00| 23.00000 690.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0065 715-05049 135.000 m | 32.00000 4320.00| 20.00000 2700.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0066 715-05051 30.000 m | 37.00000 1110.00| 22.00000 660.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0067 715-05121 13.000 m | 70.00000 910.00| 80.00000 1040.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0068 715-05169 14.000 m | 63.00000 882.00| 56.00000 784.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0069 715-46005 2.000 EACH| 150.00000 300.00| 200.00000 400.00| PIPE END SECTION, 375 mm | | | 0070 715-46010 2.000 EACH| 182.00000 364.00| 250.00000 500.00| PIPE END SECTION, 450 mm | | | 0071 801-06203 444.000 m | 1.25000 555.00| 1.25000 555.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0072 801-06207 696.000 m | 2.37000 1649.52| 2.37000 1649.52| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06216 7.200 m | 15.35000 110.52| 15.35000 110.52| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0074 801-06640 18.000 EACH| 123.00000 2214.00| 123.00000 2214.00| CONSTRUCTION SIGN, A | | | 0075 801-06645 4.000 EACH| 20.00000 80.00| 20.00000 80.00| CONSTRUCTION SIGN, B | | | 0076 801-06775 LUMP| 9900.00000 9900.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0077 801-07119 14.400 m | 16.30000 234.72| 16.30000 234.72| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 630 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 771,000.16 ROUTE : STATE ROAD 116 CALL ORDER : 630 CONTRACT ID : B -26802-A COUNTIES : WELLS LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1817530 | |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-97643 259.000 m | 32.55000 8430.45| 32.55000 8430.45| TEMPORARY BUZZ STRIPS | | | 0079 802-05701 12.700 m | 38.00000 482.60| 38.00000 482.60| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0080 802-05702 16.000 m | 27.00000 432.00| 27.00000 432.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0081 802-76025 2.820 m2 | 200.00000 564.00| 199.00000 561.18| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0082 802-76035 1.013 m2 | 165.00000 167.15| 164.51000 166.65| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0083 802-99045 1.000 EACH| 65.00000 65.00| 65.00000 65.00| SIGN REMOUNTING | | | 0084 804-06725 9.000 EACH| 18.00000 162.00| 18.00000 162.00| DELINEATOR WITH POST, D1, 75 mm | | | 0085 804-06770 3.000 EACH| 17.00000 51.00| 17.00000 51.00| DELINEATOR POST | | | 0086 804-93726 8.000 EACH| 8.50000 68.00| 8.50000 68.00| DELINEATOR | | | 0087 806-06539 LUMP| 18000.00000 18000.00| 12000.00000 12000.00| TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | 0088 808-06703 1010.000 m | 2.31000 2333.10| 2.31000 2333.10| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06716 543.000 m | 3.05000 1656.15| 3.05000 1656.15| LINE, REMOVE | | | 0090 808-75240 473.000 m | 0.01000 4.73| 0.01000 4.73| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0091 808-75245 507.000 m | 2.31000 1171.17| 2.31000 1171.17| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0092 808-75998 45.000 EACH| 28.15000 1266.75| 28.15000 1266.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0093 402-07440 155.900 Mg | 43.71000 6814.39| 34.00000 5300.60| HMA BASE, TYPE A | | | 0094 402-07451 1144.000 Mg | 34.30000 39239.20| 30.00000 34320.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0095 203-51223 1400.000 m3 | 3.95000 5530.00| 12.00000 16800.00| EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 630 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 771,000.16 ROUTE : STATE ROAD 116 CALL ORDER : 630 CONTRACT ID : B -26802-A COUNTIES : WELLS LETTING DATE : 01/21/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1817530 | |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 701-05569 16.000 m | 1571.00000 25136.00| 1200.00000 19200.00| CORED HOLE IN ROCK ,430 mm | | | SECTION TOTALS | $ 755,979.40| $ 766,726.98| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 755,979.40| $ 766,726.98| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 650 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,368.61 ROUTE : I-65 CALL ORDER : 650 CONTRACT ID : B -27052-A COUNTIES : NEWTON LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0658154 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,008,186.18 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,137,688.90 112.8451% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,150,114.16 114.0775% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 35-1386990 |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2250.00000 18000.00| 1500.00000 12000.00| 2500.00000 20000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 55000.00000 55000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 139.000 SYS | 18.80000 2613.20| 14.00000 1946.00| 18.00000 2502.00 PAVEMENT REMOVAL | | | 0005 202-02241 2895.000 LFT | 1.40000 4053.00| 1.60000 4632.00| 3.00000 8685.00 GUARDRAIL, REMOVE | | | 0006 202-02277 1709.000 LFT | 3.55000 6066.95| 3.50000 5981.50| 3.00000 5127.00 GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 104000.00000 104000.00| 183000.00000 183000.00| 125500.00000 125500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 520.000 SYS | 8.00000 4160.00| 7.00000 3640.00| 10.00000 5200.00 SLOPEWALL, REMOVE | | | 0009 202-74095 2.000 EACH| 148.00000 296.00| 250.00000 500.00| 700.00000 1400.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0010 202-96133 12.000 LFT | 23.00000 276.00| 30.00000 360.00| 10.00000 120.00 PIPE, REMOVE | | | 0011 202-99187 363.000 LFT | 3.20000 1161.60| 3.50000 1270.50| 4.50000 1633.50 FENCE, FARM FIELD, REMOVE | | | 0012 203-02000 1547.000 CYS | 10.00000 15470.00| 12.00000 18564.00| 9.15000 14155.05 EXCAVATION, COMMON | | | 0013 203-02070 778.000 CYS | 15.25000 11864.50| 13.00000 10114.00| 12.00000 9336.00 BORROW | | | 0014 211-06467 31.000 CYS | 43.20000 1339.20| 65.00000 2015.00| 48.00000 1488.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 650 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,368.61 ROUTE : I-65 CALL ORDER : 650 CONTRACT ID : B -27052-A COUNTIES : NEWTON LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 35-1386990 |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-07454 9.000 CYS | 34.80000 313.20| 60.00000 540.00| 32.00000 288.00 STRUCTURE BACKFILL | | | 0016 303-01180 1072.000 TON | 21.20000 22726.40| 16.50000 17688.00| 17.50000 18760.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08043 440.000 SYS | 10.50000 4620.00| 6.00000 2640.00| 15.00000 6600.00 MILLING, TRANSITION | | | 0018 402-07433 294.000 TON | 65.00000 19110.00| 69.00000 20286.00| 75.00000 22050.00 HMA SURFACE, TYPE B | | | 0019 402-07438 508.000 TON | 40.00000 20320.00| 50.00000 25400.00| 52.00000 26416.00 HMA INTERMEDIATE, TYPE B | | | 0020 406-05521 1125.000 SYS | 1.00000 1125.00| 0.60000 675.00| 0.72000 810.00 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH| 1500.00000 6000.00| 1700.00000 6800.00| 1795.00000 7180.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01625 3.000 EACH| 1475.00000 4425.00| 1600.00000 4800.00| 1600.00000 4800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-01700 1.000 EACH| 1725.00000 1725.00| 1900.00000 1900.00| 1975.00000 1975.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-06037 3.000 EACH| 660.00000 1980.00| 680.00000 2040.00| 800.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0025 601-07024 2.000 EACH| 5125.00000 10250.00| 5500.00000 11000.00| 6500.00000 13000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0026 601-94689 2.000 EACH| 2000.00000 4000.00| 2100.00000 4200.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 900.00000 900.00| 930.00000 930.00| 1075.00000 1075.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 3050.000 LFT | 11.00000 33550.00| 11.50000 35075.00| 13.10000 39955.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 602-06639 220.000 LFT | 27.30000 6006.00| 24.00000 5280.00| 25.00000 5500.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06646 120.000 LFT | 25.55000 3066.00| 21.00000 2520.00| 22.00000 2640.00 TEMPORARY CONCRETE BARRIER | | | 0031 602-06729 18.000 EACH| 6.00000 108.00| 7.50000 135.00| 12.00000 216.00 BARRIER DELINEATOR | | | 0032 603-06040 363.000 LFT | 8.80000 3194.40| 9.20000 3339.60| 11.00000 3993.00 FENCE, FARM FIELD, 47 IN. | | | 0033 603-06045 568.000 LFT | 22.00000 12496.00| 23.00000 13064.00| 25.00000 14200.00 FENCE, CHAIN LINK, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 650 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,368.61 ROUTE : I-65 CALL ORDER : 650 CONTRACT ID : B -27052-A COUNTIES : NEWTON LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 35-1386990 |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 605-05523 2406.000 LFT | 5.00000 12030.00| 7.20000 17323.20| 9.00000 21654.00 CURB, HMA | | | 0035 609-06259 183.000 SYS | 51.75000 9470.25| 53.00000 9699.00| 52.00000 9516.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0036 616-02320 173.000 SYS | 2.50000 432.50| 12.00000 2076.00| 4.00000 692.00 GEOTEXTILES | | | 0037 616-06405 39.000 TON | 52.50000 2047.50| 30.00000 1170.00| 55.00000 2145.00 RIPRAP, REVETMENT | | | 0038 616-51367 566.000 SYS | 54.00000 30564.00| 31.00000 17546.00| 35.00000 19810.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0039 619-05926 LUMP| 2000.00000 2000.00| 2100.00000 2100.00| 12000.00000 12000.00 ENVIRONMENTAL CONTROL | | | 0040 619-95457 LUMP| 37000.00000 37000.00| 39000.00000 39000.00| 75000.00000 75000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0041 621-01004 1.000 EACH| 575.00000 575.00| 600.00000 600.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06560 1400.000 SYS | 1.36000 1904.00| 2.00000 2800.00| 1.95000 2730.00 MULCHED SEEDING, U | | | 0043 621-06574 54.000 SYS | 32.25000 1741.50| 35.00000 1890.00| 12.00000 648.00 SODDING | | | 0044 702-51005 89.900 CYS | 650.00000 58435.00| 575.00000 51692.50| 400.00000 35960.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51100 106.000 LBS | 6.60000 699.60| 7.50000 795.00| 4.50000 477.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0046 702-51110 644.000 LBS | 2.65000 1706.60| 1.80000 1159.20| 4.00000 2576.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 703-51030 9196.000 LBS | 0.73000 6713.08| 0.70000 6437.20| 0.46000 4230.16 REINFORCING STEEL | | | 0048 703-51032 48074.000 LBS | 0.82000 39420.68| 0.75000 36055.50| 0.60000 28844.40 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 265.600 CYS | 440.00000 116864.00| 410.00000 108896.00| 395.00000 104912.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-05732 4.000 EACH| 1040.00000 4160.00| 1200.00000 4800.00| 1350.00000 5400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0051 706-51025 578.000 LFT | 35.00000 20230.00| 45.00000 26010.00| 46.00000 26588.00 CONCRETE, C, RAILING | | | 0052 708-51813 200.000 SFT | 42.00000 8400.00| 62.00000 12400.00| 60.00000 12000.00 PNEUMATICALLY PLACED MORTAR | | | 0053 709-51821 LUMP| 4100.00000 4100.00| 9000.00000 9000.00| 8200.00000 8200.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 650 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,368.61 ROUTE : I-65 CALL ORDER : 650 CONTRACT ID : B -27052-A COUNTIES : NEWTON LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 35-1386990 |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 710-51864 476.000 EACH| 20.00000 9520.00| 23.00000 10948.00| 12.00000 5712.00 FIELD DRILLED HOLE | | | 0055 711-51038 LUMP| 106500.00000 106500.00| 170000.00000 170000.00| 118500.00000 118500.00 STRUCTURAL STEEL | | | 0056 711-51877 LUMP| 18500.00000 18500.00| 15000.00000 15000.00| 40000.00000 40000.00 JACKING AND SUPPORTING BEAMS | | | 0057 711-96800 2499.000 EACH| 2.50000 6247.50| 2.00000 4998.00| 8.25000 20616.75 STUD SHEAR CONNECTOR | | | 0058 715-05407 99.000 LFT | 14.00000 1386.00| 13.00000 1287.00| 11.00000 1089.00 PIPE, END BENT DRAIN, 6 IN. | | | 0059 715-05756 10.000 LFT | 44.30000 443.00| 44.00000 440.00| 35.00000 350.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0060 715-05955 80.000 LFT | 33.18000 2654.40| 42.00000 3360.00| 21.00000 1680.00 PIPE, FBC&L CSP, 0.109 IN. , 12 IN. | | | 0061 715-46000 3.000 EACH| 212.00000 636.00| 240.00000 720.00| 175.00000 525.00 PIPE END SECTION, 12 IN. | | | 0062 720-44296 8.000 EACH| 319.00000 2552.00| 370.00000 2960.00| 450.00000 3600.00 CAP INLET | | | 0063 720-45050 6.000 EACH| 1504.00000 9024.00| 1200.00000 7200.00| 1350.00000 8100.00 INLET, J11 | | | 0064 720-45090 2.000 EACH| 1300.00000 2600.00| 1200.00000 2400.00| 1425.00000 2850.00 INLET, UA | | | 0065 724-51925 72.000 LFT | 111.00000 7992.00| 90.00000 6480.00| 190.00000 13680.00 STRUCTURAL EXPANSION JOINT, SS | | | 0067 801-04308 5.000 EACH| 200.00000 1000.00| 240.00000 1200.00| 400.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06625 19.000 EACH| 75.00000 1425.00| 80.00000 1520.00| 72.00000 1368.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 26.000 EACH| 115.00000 2990.00| 100.00000 2600.00| 101.00000 2626.00 CONSTRUCTION SIGN, A | | | 0070 801-06710 300.000 DAY | 8.00000 2400.00| 11.00000 3300.00| 19.00000 5700.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 12370.00000 12370.00| 36000.00000 36000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0072 801-07118 48.000 LFT | 11.45000 549.60| 10.50000 504.00| 9.75000 468.00 BARRICADE, III-A | | | 0073 801-07119 48.000 LFT | 12.45000 597.60| 11.00000 528.00| 11.22000 538.56 BARRICADE, III-B | | | 0074 801-09133 2.000 EACH| 5250.00000 10500.00| 3500.00000 7000.00| 5800.00000 11600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0075 802-05702 27.280 LFT | 9.11000 248.52| 7.00000 190.96| 9.00000 245.52 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 650 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,368.61 ROUTE : I-65 CALL ORDER : 650 CONTRACT ID : B -27052-A COUNTIES : NEWTON LETTING DATE : 01/21/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1582109 |(3) 35-1386990 |ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 802-76045 11.180 SFT | 15.20000 169.94| 18.00000 201.24| 20.00000 223.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0077 808-06713 3696.000 LFT | 0.21000 776.16| 0.25000 924.00| 0.25000 924.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0078 808-06714 9146.000 LFT | 0.21000 1920.66| 0.25000 2286.50| 0.22000 2012.12 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0079 702-51863 44.000 EACH| 8.00000 352.00| 18.00000 792.00| 15.00000 660.00 FIELD DRILLED HOLE IN CONCRETE | | | 0080 703-06028 16814.000 LBS | 2.76000 46406.64| 1.00000 16814.00| 2.75000 46238.50 REINFORCING BARS , GLASS FIBER | | | REINFORCED POLYMER | | | 0081 726-93524 14.000 EACH| 562.00000 7868.00| 650.00000 9100.00| 650.00000 9100.00 BEARING ASSEMBLY, I | | | 0082 726-93525 14.000 EACH| 632.00000 8848.00| 725.00000 10150.00| 780.00000 10920.00 BEARING ASSEMBLY, II | | | SECTION TOTALS | $ 1,008,186.18| $ 1,137,688.90| $ 1,150,114.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,008,186.18| $ 1,137,688.90| $ 1,150,114.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,824.80 ROUTE : CO RD 420 N CALL ORDER : 660 CONTRACT ID : B -27167-A COUNTIES : GREENE LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9928028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 736,784.81 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 792,743.74 107.5950% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 834,295.25 113.2345% 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 856,209.58 116.2089% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 889,517.84 120.7296% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-2040801 |CLR, INC. |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, PRESTRESSED CONCRETE BULB-TEE BEAM | | | 0001 105-06845 LUMP| 35750.00000 35750.00| 12500.00000 12500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1500.00000 12000.00| 1500.00000 12000.00| 1500.00000 12000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 42490.00000 42490.00| 40000.00000 40000.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 26100.00000 26100.00| 12000.00000 12000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 43750.00000 43750.00| 30000.00000 30000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 6047.000 m3 | 4.75000 28723.25| 9.50000 57446.50| 8.00000 48376.00 EXCAVATION, COMMON | | | 0007 203-02010 108.300 m3 | 175.00000 18952.50| 150.00000 16245.00| 55.00000 5956.50 EXCAVATION, ROCK | | | 0008 203-02070 11782.300 m3 | 6.93000 81651.34| 10.00000 117823.00| 10.00000 117823.00 BORROW | | | 0009 205-06931 293.000 Mg | 17.00000 4981.00| 37.00000 10841.00| 31.00000 9083.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 170.000 m | 5.00000 850.00| 3.00000 510.00| 5.00000 850.00 TEMPORARY SILT FENCE | | | 0011 205-06938 90.000 m | 4.00000 360.00| 20.00000 1800.00| 35.00000 3150.00 TEMPORARY SLOPE DRAIN | | | 0012 207-07503 2244.000 m2 | 2.89000 6485.16| 2.00000 4488.00| 5.00000 11220.00 SUBGRADE TREATMENT, TYPE E | | | 0013 211-07454 350.500 m3 | 38.10000 13354.05| 30.00000 10515.00| 45.00000 15772.50 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 660 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,824.80 ROUTE : CO RD 420 N CALL ORDER : 660 CONTRACT ID : B -27167-A COUNTIES : GREENE LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-2040801 |CLR, INC. |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-01180 2748.500 Mg | 17.30000 47549.05| 11.25000 30920.63| 15.00000 41227.50 COMPACTED AGGREGATE, NO. 53 | | | 0015 303-07449 313.500 Mg | 18.77000 5884.40| 14.00000 4389.00| 20.00000 6270.00 COMPACTED AGGREGATE, NO. 73 | | | 0016 402-07432 315.100 Mg | 64.00000 20166.40| 60.00000 18906.00| 66.00000 20796.60 HMA SURFACE, TYPE A | | | 0017 402-07435 494.500 Mg | 51.00000 25219.50| 48.00000 23736.00| 54.00000 26703.00 HMA INTERMEDIATE, TYPE A | | | 0018 404-05514 879.100 m2 | 4.00000 3516.40| 4.40000 3868.04| 4.00000 3516.40 SEAL COAT, 5 | | | 0019 405-05518 4140.800 m2 | 0.60000 2484.48| 0.66000 2732.92| 0.60000 2484.48 ASPHALT FOR PRIME COAT | | | 0020 406-05521 4141.100 m2 | 0.09000 372.70| 0.10000 414.11| 0.10000 414.11 ASPHALT FOR TACK COAT | | | 0021 601-01128 4.000 EACH| 955.00000 3820.00| 990.00000 3960.00| 990.00000 3960.00 GUARDRAIL TRANSITION TYPE WGB | | | 0022 601-01700 1.000 EACH| 2025.00000 2025.00| 1800.00000 1800.00| 2090.00000 2090.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-01704 1.000 EACH| 2025.00000 2025.00| 1800.00000 1800.00| 2090.00000 2090.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0024 601-06037 2.000 EACH| 730.00000 1460.00| 725.00000 1450.00| 760.00000 1520.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 40.005 m | 75.00000 3000.38| 60.00000 2400.30| 51.00000 2040.26 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 4.000 EACH| 39.00000 156.00| 10.00000 40.00| 8.00000 32.00 BARRIER DELINEATOR | | | 0027 609-06257 211.700 m2 | 74.00000 15665.80| 70.00000 14819.00| 85.00000 17994.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 610-05527 203.700 Mg | 70.00000 14259.00| 77.00000 15684.90| 81.00000 16499.70 HMA FOR APPROACHES | | | 0029 611-06497 6.000 EACH| 130.00000 780.00| 150.00000 900.00| 135.00000 810.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 611-06498 1.000 EACH| 185.00000 185.00| 200.00000 200.00| 190.00000 190.00 MAILBOX ASSEMBLY, DOUBLE | | | 0031 616-02320 201.800 m2 | 5.00000 1009.00| 3.30000 665.94| 3.50000 706.30 GEOTEXTILES | | | 0032 616-05688 20.700 Mg | 50.00000 1035.00| 40.00000 828.00| 42.00000 869.40 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 660 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,824.80 ROUTE : CO RD 420 N CALL ORDER : 660 CONTRACT ID : B -27167-A COUNTIES : GREENE LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-2040801 |CLR, INC. |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-06405 27.500 Mg | 48.00000 1320.00| 36.00000 990.00| 33.00000 907.50 RIPRAP, REVETMENT | | | 0034 621-02770 3200.000 m2 | 1.80000 5760.00| 1.75000 5600.00| 2.00000 6400.00 EROSION CONTROL BLANKET | | | 0035 621-06545 0.800 Mg | 1240.00000 992.00| 412.50000 330.00| 435.00000 348.00 FERTILIZER | | | 0036 621-06548 5.800 kg | 125.00000 725.00| 76.00000 440.80| 80.00000 464.00 SEED MIXTURE, CV | | | 0037 621-06554 140.000 kg | 10.00000 1400.00| 6.55000 917.00| 7.00000 980.00 SEED MIXTURE, U | | | 0038 621-06565 0.100 Mg | 2500.00000 250.00| 785.00000 78.50| 830.00000 83.00 MULCHING MATERIAL | | | 0039 621-06574 843.600 m2 | 6.15000 5188.14| 5.25000 4428.90| 5.00000 4218.00 SODDING | | | 0040 622-52436 6.000 EACH| 28.00000 168.00| 25.00000 150.00| 32.00000 192.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 622-91786 210.000 EACH| 8.35000 1753.50| 9.00000 1890.00| 10.00000 2100.00 SEEDLING | | | 0042 622-98200 6.000 EACH| 28.00000 168.00| 25.00000 150.00| 33.00000 198.00 SIGN, DO NOT DISTURB | | | 0043 702-51005 222.400 m3 | 360.00000 80064.00| 300.00000 66720.00| 430.00000 95632.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 703-06028 3666.000 kg | 1.37000 5022.42| 1.30000 4765.80| 1.70000 6232.20 REINFORCING BARS | | | 0045 703-06029 24122.000 kg | 1.74000 41972.28| 1.40000 33770.80| 1.80000 43419.60 REINFORCING BARS, EPOXY COATED | | | 0046 704-51002 77.900 m3 | 675.00000 52582.50| 750.00000 58425.00| 750.00000 58425.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05733 4.000 EACH| 1650.00000 6600.00| 1250.00000 5000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0048 706-51020 13.100 m3 | 735.00000 9628.50| 600.00000 7860.00| 600.00000 7860.00 CONCRETE, C, RAILING | | | 0049 707-06831 161.100 m | 1.00000 161.10| 650.00000 104715.00| 500.00000 80550.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0050 709-51821 LUMP| 2900.00000 2900.00| 3000.00000 3000.00| 3750.00000 3750.00 SURFACE SEAL | | | 0051 715-05121 58.700 m | 110.00000 6457.00| 94.00000 5517.80| 100.00000 5870.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0052 715-05169 20.800 m | 108.00000 2246.40| 109.00000 2267.20| 100.00000 2080.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 660 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,824.80 ROUTE : CO RD 420 N CALL ORDER : 660 CONTRACT ID : B -27167-A COUNTIES : GREENE LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-2040801 |CLR, INC. |DUNCAN ROBERTSON INC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05171 50.700 m | 115.80000 5871.06| 112.00000 5678.40| 105.00000 5323.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0054 715-05407 81.400 m | 11.00000 895.40| 10.00000 814.00| 40.00000 3256.00 PIPE, END BENT DRAIN, 150 mm | | | 0055 715-46005 4.000 EACH| 275.00000 1100.00| 300.00000 1200.00| 205.00000 820.00 PIPE END SECTION, 375 mm | | | 0056 715-46010 6.000 EACH| 300.00000 1800.00| 330.00000 1980.00| 235.00000 1410.00 PIPE END SECTION, 450 mm | | | 0057 720-45275 1.000 EACH| 350.00000 350.00| 925.00000 925.00| 1165.00000 1165.00 PIPE CATCH BASIN, 600 mm | | | 0058 722-60824 242.000 m2 | 3.50000 847.00| 1.00000 242.00| 11.00000 2662.00 SURFACE MILLING | | | 0059 724-51925 26.300 m | 415.00000 10914.50| 300.00000 7890.00| 450.00000 11835.00 STRUCTURAL EXPANSION JOINT, SS | | | 0060 801-04308 4.000 EACH| 335.00000 1340.00| 325.00000 1300.00| 345.00000 1380.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 250.00000 1000.00 BARRICADE, IIIA | | | 0062 801-06606 4.000 EACH| 310.00000 1240.00| 300.00000 1200.00| 300.00000 1200.00 BARRICADE, IIIB | | | 0063 801-06625 7.000 EACH| 150.00000 1050.00| 95.00000 665.00| 99.00000 693.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 12.000 EACH| 85.00000 1020.00| 95.00000 1140.00| 99.00000 1188.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH| 41.00000 82.00| 44.00000 88.00| 47.00000 94.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 15000.00000 15000.00| 3000.00000 3000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0067 802-05701 11.600 m | 37.00000 429.20| 50.00000 580.00| 37.00000 429.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 2.100 m2 | 240.00000 504.00| 220.00000 462.00| 250.00000 525.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 808-06713 1080.000 m | 0.89000 961.20| 0.87000 939.60| 1.00000 1080.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 1080.000 m | 0.89000 961.20| 0.87000 939.60| 1.00000 1080.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 736,784.81| $ 792,743.74| $ 834,295.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 736,784.81| $ 792,743.74| $ 834,295.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 660 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,824.80 ROUTE : CO RD 420 N CALL ORDER : 660 CONTRACT ID : B -27167-A COUNTIES : GREENE LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1618530 | |WEDDLE BROTHERS HIGHWAY GROU|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT, PRESTRESSED CONCRETE BULB-TEE BEAM | | | 0001 105-06845 LUMP| 24618.00000 24618.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1281.29000 10250.32| 1300.00000 10400.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 42810.48000 42810.48| 43500.00000 43500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11864.09000 11864.09| 13000.00000 13000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 46958.54000 46958.54| 15000.00000 15000.00| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 6047.000 m3 | 5.50000 33258.50| 8.00000 48376.00| EXCAVATION, COMMON | | | 0007 203-02010 108.300 m3 | 67.50000 7310.25| 100.00000 10830.00| EXCAVATION, ROCK | | | 0008 203-02070 11782.300 m3 | 9.25000 108986.28| 11.00000 129605.30| BORROW | | | 0009 205-06931 293.000 Mg | 17.60000 5156.80| 30.00000 8790.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 170.000 m | 8.71000 1480.70| 5.00000 850.00| TEMPORARY SILT FENCE | | | 0011 205-06938 90.000 m | 19.40000 1746.00| 75.00000 6750.00| TEMPORARY SLOPE DRAIN | | | 0012 207-07503 2244.000 m2 | 1.05000 2356.20| 4.00000 8976.00| SUBGRADE TREATMENT, TYPE E | | | 0013 211-07454 350.500 m3 | 35.70000 12512.85| 50.00000 17525.00| STRUCTURE BACKFILL | | | 0014 303-01180 2748.500 Mg | 15.60000 42876.60| 24.00000 65964.00| COMPACTED AGGREGATE, NO. 53 | | | 0015 303-07449 313.500 Mg | 17.25000 5407.88| 34.00000 10659.00| COMPACTED AGGREGATE, NO. 73 | | | 0016 402-07432 315.100 Mg | 57.00000 17960.70| 59.00000 18590.90| HMA SURFACE, TYPE A | | | 0017 402-07435 494.500 Mg | 46.00000 22747.00| 48.00000 23736.00| HMA INTERMEDIATE, TYPE A | | | 0018 404-05514 879.100 m2 | 4.00000 3516.40| 4.25000 3736.18| SEAL COAT, 5 | | | 0019 405-05518 4140.800 m2 | 0.60000 2484.48| 0.65000 2691.52| ASPHALT FOR PRIME COAT | | | 0020 406-05521 4141.100 m2 | 0.09000 372.70| 0.10000 414.11| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 660 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,824.80 ROUTE : CO RD 420 N CALL ORDER : 660 CONTRACT ID : B -27167-A COUNTIES : GREENE LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1618530 | |WEDDLE BROTHERS HIGHWAY GROU|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01128 4.000 EACH| 850.00000 3400.00| 900.00000 3600.00| GUARDRAIL TRANSITION TYPE WGB | | | 0022 601-01700 1.000 EACH| 1795.00000 1795.00| 1850.00000 1850.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-01704 1.000 EACH| 1795.00000 1795.00| 1850.00000 1850.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0024 601-06037 2.000 EACH| 650.00000 1300.00| 700.00000 1400.00| GUARDRAIL END TREATMENT, I | | | 0025 601-99105 40.005 m | 43.90000 1756.22| 45.00000 1800.23| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 4.000 EACH| 8.00000 32.00| 8.00000 32.00| BARRIER DELINEATOR | | | 0027 609-06257 211.700 m2 | 72.59000 15367.30| 65.00000 13760.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 610-05527 203.700 Mg | 70.00000 14259.00| 72.00000 14666.40| HMA FOR APPROACHES | | | 0029 611-06497 6.000 EACH| 115.00000 690.00| 125.00000 750.00| MAILBOX ASSEMBLY, SINGLE | | | 0030 611-06498 1.000 EACH| 165.00000 165.00| 180.00000 180.00| MAILBOX ASSEMBLY, DOUBLE | | | 0031 616-02320 201.800 m2 | 3.05000 615.49| 6.00000 1210.80| GEOTEXTILES | | | 0032 616-05688 20.700 Mg | 25.50000 527.85| 55.00000 1138.50| RIPRAP, CLASS 1 | | | 0033 616-06405 27.500 Mg | 22.10000 607.75| 45.00000 1237.50| RIPRAP, REVETMENT | | | 0034 621-02770 3200.000 m2 | 1.60000 5120.00| 1.70000 5440.00| EROSION CONTROL BLANKET | | | 0035 621-06545 0.800 Mg | 375.00000 300.00| 400.00000 320.00| FERTILIZER | | | 0036 621-06548 5.800 kg | 69.00000 400.20| 75.00000 435.00| SEED MIXTURE, CV | | | 0037 621-06554 140.000 kg | 5.95000 833.00| 6.50000 910.00| SEED MIXTURE, U | | | 0038 621-06565 0.100 Mg | 715.00000 71.50| 750.00000 75.00| MULCHING MATERIAL | | | 0039 621-06574 843.600 m2 | 4.75000 4007.10| 5.00000 4218.00| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 660 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,824.80 ROUTE : CO RD 420 N CALL ORDER : 660 CONTRACT ID : B -27167-A COUNTIES : GREENE LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1618530 | |WEDDLE BROTHERS HIGHWAY GROU|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 622-52436 6.000 EACH| 28.00000 168.00| 30.00000 180.00| SIGN, DO NOT MOW OR SPRAY | | | 0041 622-91786 210.000 EACH| 8.35000 1753.50| 8.50000 1785.00| SEEDLING | | | 0042 622-98200 6.000 EACH| 28.00000 168.00| 30.00000 180.00| SIGN, DO NOT DISTURB | | | 0043 702-51005 222.400 m3 | 523.32000 116386.37| 450.00000 100080.00| CONCRETE, A, SUBSTRUCTURE | | | 0044 703-06028 3666.000 kg | 2.18000 7991.88| 1.50000 5499.00| REINFORCING BARS | | | 0045 703-06029 24122.000 kg | 2.26000 54515.72| 1.70000 41007.40| REINFORCING BARS, EPOXY COATED | | | 0046 704-51002 77.900 m3 | 785.55000 61194.35| 650.00000 50635.00| CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05733 4.000 EACH| 1674.70000 6698.80| 1215.00000 4860.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0048 706-51020 13.100 m3 | 740.28000 9697.67| 500.00000 6550.00| CONCRETE, C, RAILING | | | 0049 707-06831 161.100 m | 572.15000 92173.37| 650.00000 104715.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0050 709-51821 LUMP| 3019.75000 3019.75| 2600.00000 2600.00| SURFACE SEAL | | | 0051 715-05121 58.700 m | 78.00000 4578.60| 80.00000 4696.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0052 715-05169 20.800 m | 74.00000 1539.20| 90.00000 1872.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05171 50.700 m | 79.00000 4005.30| 100.00000 5070.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0054 715-05407 81.400 m | 13.07000 1063.90| 35.00000 2849.00| PIPE, END BENT DRAIN, 150 mm | | | 0055 715-46005 4.000 EACH| 250.00000 1000.00| 500.00000 2000.00| PIPE END SECTION, 375 mm | | | 0056 715-46010 6.000 EACH| 270.00000 1620.00| 525.00000 3150.00| PIPE END SECTION, 450 mm | | | 0057 720-45275 1.000 EACH| 765.00000 765.00| 1000.00000 1000.00| PIPE CATCH BASIN, 600 mm | | | 0058 722-60824 242.000 m2 | 14.09000 3409.78| 15.00000 3630.00| SURFACE MILLING | | | 0059 724-51925 26.300 m | 408.05000 10731.72| 350.00000 9205.00| STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/04 PAGE : 660 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,035,824.80 ROUTE : CO RD 420 N CALL ORDER : 660 CONTRACT ID : B -27167-A COUNTIES : GREENE LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1618530 | |WEDDLE BROTHERS HIGHWAY GROU|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-04308 4.000 EACH| 295.00000 1180.00| 350.00000 1400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 4.000 EACH| 225.00000 900.00| 250.00000 1000.00| BARRICADE, IIIA | | | 0062 801-06606 4.000 EACH| 275.00000 1100.00| 300.00000 1200.00| BARRICADE, IIIB | | | 0063 801-06625 7.000 EACH| 85.00000 595.00| 100.00000 700.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 12.000 EACH| 85.00000 1020.00| 100.00000 1200.00| CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH| 40.00000 80.00| 40.00000 80.00| CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 8601.47000 8601.47| 17500.00000 17500.00| MAINTAINING TRAFFIC | | | 0067 802-05701 11.600 m | 32.67000 378.97| 35.00000 406.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-76025 2.100 m2 | 214.12000 449.65| 225.00000 472.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 808-06713 1080.000 m | 0.79000 853.20| 0.80000 864.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 1080.000 m | 0.79000 853.20| 0.80000 864.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 856,209.58| $ 889,517.84| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 856,209.58| $ 889,517.84| ====================================================================================================================================